JP5787576B2 - Indentation fixture and fastening structure using the same - Google Patents

Description

  The present invention relates to a push-in fixture for securing a foamed synthetic resin plate to a structural housing such as a building, a fastening structure using the same, and a building structure using these fastening structures.

  The most commonly used foam synthetic resin board is fixed to a structural frame consisting of a roof, wall, floor, ceiling, opening, etc. that supports the basic skeleton and strength of the building, etc. Has been used extensively. In a building with a conventional outer heat insulation structure (hereinafter referred to as an outer heat insulation or an outer heat insulation structure or an outer heat insulation wall structure), the structure body itself (including a load-bearing wall made of a structural face material) is used for a predetermined earthquake resistance. Strength is ensured, and a foamed synthetic resin plate body is provided on the outer wall surface, and interior materials are stretched on the indoor side, thereby demonstrating energy saving and comfort through high heat insulation and high airtightness. . At this time, the foamed synthetic resin plate is composed of a base, pillars, studs, horizontal members (including trunk, girders, beams, etc.), structural face materials, braces, etc. A special screw from the outside of the ventilator edge provided along the pillars, studs and rafters on the outer peripheral surface of the foamed synthetic resin plate. Screwed nails having a structure (for example, X Point Screw: trade name manufactured by Wakai Sangyo Co., Ltd.) (hereinafter referred to as special screw nails) are fixed and fixed in such a manner that the foamed synthetic resin plate is sandwiched between them. .

These foamed synthetic resin plates have a relatively high expansion ratio (for example, about 20 to 100 times) and a wall thickness (for example, about 20 mm to 200 mm) depending on the type of resin in order to ensure heat insulation performance. Is set. These foamed synthetic resin plates have elastic deformability as the foamed synthetic resin plates, but on the other hand, they have a two-sided property that mechanical strength such as brittleness and easy chipping becomes extremely weak. Building material. In an external heat insulating house, as described above, this foamed synthetic resin plate is, for example, a pin using round nails on the entire outer peripheral wall surface made of a structural face material stretched outside the structural housing. Fixed and fixed in a point shape. Furthermore, the entire outer peripheral surface of the foamed synthetic resin plate is covered with a moisture permeable waterproof sheet, and a ventilation cylinder edge is arranged along the pillar, the inter-column, etc. from above, and a pin is inserted with a special screw nail through the ventilation cylinder edge. It is composed of a fixed structure that is fixed and fixed to the structural frame in a point shape. In the airtight measurement at the time of completion inspection of the outer heat insulation house made in this way, for example, it is possible to exhibit good high airtightness and high heat insulation with an equivalent gap area of 1 cm ² / m ² or less. However, after the completion of delivery, various issues become apparent as time passes.

In other words, a foamed synthetic resin plate that is particularly vulnerable to concentrated loads (local compression) is fixed in a pinpoint shape with a round nail or a special screw nail via a ventilation trunk edge. Nail hole expansion and tearing occur due to changes in expansion, contraction, etc., as well as large external forces from typhoons and earthquakes, and between the foamed synthetic resin plate and the structural surface material, and between the foamed synthetic resin plate and the transparent surface. Sliding, vertical misalignment, lateral misalignment, etc. occur between the moisture waterproof sheet and the ventilator rim, creating gaps and lifts at the joints between the foamed synthetic resin plates, easily breaking the airtight and heat insulation lines It has been pointed out that this is a defect. In particular, structural face materials (such as shearing boards and structural plywood) that are load-bearing walls, and moisture-permeable waterproof sheets have a low surface friction coefficient and are easy to slide. In the outer heat insulating structure that is fixed to the surface, prevention of slipping of the fixed surface is one of important issues in the future. (In the following description and drawings, the structural face material and the moisture-permeable waterproof sheet may be omitted to avoid complication.)
Normally, earthquake-resistant houses are designed with the earthquake resistance class 1 in the Building Standard Law (the seismic intensity is about 6 so that they do not collapse), but in general, when the horizontal interlayer displacement angle of the structural frame exceeds 1/30 rad, Joints such as horizontal members, foundations, bearing walls, bracing, and framed parts (hereinafter sometimes referred to as joints), and nails and fixings for bearing walls (structural surface materials) It is said that the part itself could be repaired, damaged irreparably, damaged or destroyed. (This phenomenon is generally referred to as a safety limit and is hereinafter referred to as a safety limit in the present invention.) However, in the case of a foamed synthetic resin plate, a slight interlayer having an interlayer displacement angle of 1/30 rad or less of the structural housing is used. Even if the displacement angle is deformed, almost no follow-up deformation is possible, and even with these small deformations and repeated vibrations, the damage to the fixed part accumulates and expands, and may progress to peeling or rising. Due to the structure of the outer heat insulating house, the foamed synthetic resin plate is covered with the outer wall material, drainer, firewood, etc., and is completely shielded from the outside. Except for the time when it is exposed, problems such as damage to the foamed synthetic resin plate body, heat insulation defects, and floating cannot be confirmed from the appearance.

  Originally, the foamed synthetic resin plate itself has a performance that can sufficiently follow and integrate and elastically deform an interlayer displacement angle of 1/30 rad or more of these structural housings. It also has material properties such as elastic resilience that can be restored to high speed and shock-absorbing, external force, shock, and shock-absorbing properties. Nevertheless, at present, the deformation force and the seismic energy force transmitted from the ground to the structural frame (originally, it is impossible to express an earthquake only with the deformation or vibration of a house, but in the present invention, the deformation ( Or, it may be expressed as deformation force or external force), vibration, shaking, etc.)) is concentrated on the fixed part of the thin round nail or special screw nail used for fixing the foamed synthetic resin plate, Only the fixed part of the foamed synthetic resin plate has been locally destroyed. For this reason, these external forces are hardly transmitted to the entire foamed synthetic resin plate, and flexibly follow the deformation of the structural housing even with a small displacement of an interlayer displacement angle of 1/30 rad or less of the structural housing. As a result, a mismatch phenomenon occurs that cannot be deformed and, moreover, cannot be restored.

  This mismatch phenomenon is essentially a structure in which the structural surface material with high surface smoothness, the foamed synthetic resin plate sandwiched between the moisture permeable waterproof sheets, the structural housing, and the ventilator edge are highly integrated. In the outer heat insulating structure that should be, only the fixed portion of the foamed synthetic resin plate body is locally damaged, and the purpose cannot be achieved, which is a major cause of loss or damage of high heat insulation and high airtightness. In addition, the aforementioned mismatch phenomenon causes not only the deterioration of heat insulation and airtight performance but also the decay of the structural frame due to the dew condensation phenomenon, which is a cause of concern about the deterioration of durability.

  If these problems are resolved, the foamed synthetic resin plate itself has the inherent viscosity by forming the integrated structure of the structural case and the foamed synthetic resin plate against various deformation forces and vibrations transmitted from the structural case. Properties such as elasticity, flexibility and high shock-absorbing properties (vibration, impact, deformation energy absorption / restoration) are fully utilized, and in addition to the earthquake resistance inherent in the structural frame, a new foamed synthetic resin plate Seismic resistance and shock-absorbing properties (hereinafter referred to as “seismic control”) that are manifested by elastic deformation and elastic restoration of the building are added to absorb, suppress, and mitigate shaking and deformation of the building's building due to the earthquake. It is expected that the risk of damage and collapse can be greatly reduced.

  Seismic control is a technology that suppresses shaking and deformation even if seismic energy is input by an energy absorption mechanism called seismic control device that is specially incorporated in a seismic structure that captures seismic motion as energy. Since these suppress the shaking and damage of the building, and are considered to be effective for several middle earthquakes (seismic intensity of about 5 to 7), the spread to detached houses is strongly desired.

  Under such circumstances, a plurality of conical depressions are formed by heating and heat-shrinking the surface of a heat insulating material (hereinafter referred to as a foamed synthetic resin plate), and a concave spherical seat is embedded in the conical depressions. An outer wall surface (hereinafter referred to as a panel) formed by adhering a mesh body that also serves as a structural material as an exterior wall and a mortar material entangled with this to the outer wall surface of the foamed synthetic resin plate, solidifying and integrating. A technique is disclosed that is easy to construct and shortens the construction period and the like by using. (See Patent Document 1.) In this technology, wood screws are used and the panel is screwed into the wall body, except for small holes for fixing, the foamed synthetic resin plate body, the concave spherical seat, the mesh body, and the entanglement. The mortar material is bonded to the entire surface, solidified, and integrated to form a highly rigid panel. Moreover, since this panel is as thin as about 10 mm to 15 mm, its thermal insulation performance is insufficient, so it cannot be used as a wall surface of a recent outer thermal insulation house where high thermal insulation is required. Furthermore, as described above, since the panel is highly rigid, it can be used to take advantage of the inherent viscoelasticity and cushioning (absorbing and restoring properties of external force and vibration energy) of the foamed synthetic resin plate. Absent. The present invention achieves the object that the panel can be easily applied to the wall, the work period can be shortened, and the panel can be firmly and firmly fixed. In addition, since the panel formed in a standard size (example: 1820 mm high x 910 mm wide) is often cut into various shapes and dimensions on the site, it is often used for the concave spherical seat fixed in advance. There are many inconveniences that the concave spherical seat is insufficient at the required fixing location only by the position, or that the concave spherical seat is unevenly distributed at the unnecessary fixing location. In addition, extra work such as panel cutting loss, rain at the connection, and final finish painting occurs. Furthermore, if the tightening force of the wood screw is too strong, the bonded portion of the foamed synthetic resin plate, the concave spherical seat, and the mortar material entangled with the mesh body will be locally peeled, the smoothness of the panel will be impaired, and the fixing force will be reduced. Therefore, the object of the present invention cannot be achieved. Since these problems are too large compared with the conventional construction method, the actual situation is that the prior art has not been implemented at all.

JP 2004-263450 A

  Fastening of the foamed synthetic resin plate to the structural housing is performed in a wooden house or a steel house, but in this application, the wooden house will be described as a representative. Among them, the following explanation will be given mainly with reference to an example of an outer heat insulating house having an outer heat insulating structure. However, the present invention is not construed as being limited by the description of the outer heat insulating structure or the outer heat insulating house.

  Buildings, especially exterior heat-insulated houses (wooden houses, steel-framed houses, and similar structures) are suitable for the harsh climate of Japan. The high thermal insulation and high airtightness of this outer heat insulation house are highly effective in energy saving, thermal barrier free and condensation control, and provide many performances required for the house such as comfortable living environment, energy saving and high durability. Widely adopted as an architectural structure.

  These outer heat insulating structures are light, soft and concentrated along the outer peripheral wall surface side (also referred to as the outer peripheral surface, or the outer wall surface or outer wall surface side) of a structural frame made of a structural material such as highly rigid wood or iron. A foamed synthetic resin plate that is weak against load is fixed and arranged with nails or screw nails, and an airtight material such as an airtight tape is attached to the joint between the foamed synthetic resin plates and covered with a moisture-permeable waterproof sheet. After that, for the purpose of forming a ventilation layer of outside air along the pillars and the studs, a wooden ventilation trunk edge (example: about 40 mm width × 18 mm thickness) is arranged on these, and a special screw nail or the like is used. Then, a part of the ventilator rim is fixed to the structural housing at a weak surface pressure that does not cause unevenness by sinking into the foamed synthetic resin plate. Then, a heavy outer wall material such as siding is suspended and fixed on the outer peripheral surface of the ventilator rim to complete the outer heat insulating structure.

  As described above, the rigid and tough wood that constitutes the structural frame and the soft and brittle foamed synthetic resin plate are fixed with nails and special screw nails, respectively, thereby tightening the body of the nails and special screw nails. It has a shape that is temporarily stopped by force and surface pressure with a small nail head area. However, in the case of fixing between the woods, there is little concern about the fixing because it can be firmly fixed by the large tightening stress of the trunk portion of these nails and screw nails and the large compressive stress of the nail head. On the other hand, in the case of fixing the foam synthetic resin plate body, the nail hole formed by the body portion of the nail or the special screw nail penetrating the foam synthetic resin plate body is locally compressed at the time of fixing, This is a through hole formed by local destruction. In this state, the tightening stress of the body of the nail or special screw nail is very small. The fixing surface by the nail head is also supported only by a slight compressive stress consisting of the nail head area excluding the nail body. For this reason, the direction of the nail head removal which is the direction opposite to the direction compressed by the nail head, that is, the direction substantially orthogonal to the front and back surfaces of the foamed synthetic resin plate (hereinafter may be referred to as a substantially vertical direction). When a force is applied to the nail head, it easily penetrates the thickness direction of the foamed synthetic resin plate and the nail head is removed. Further, when a force in a direction substantially along the front and rear surfaces of the foamed synthetic resin plate (hereinafter, also referred to as a substantially parallel direction) is applied, expansion and tearing of the through hole of the nail easily occur.

  In this way, even if the foamed synthetic resin plate is fixed with a round nail or special screw nail, the foamed synthetic resin plate due to an earthquake or typhoon transmitted to the round nail or special screw nail from the structural housing side or outer wall material side Due to large external forces and vibrations that act from multi-dimensional directions including almost perpendicular to and parallel to the surface, local damage (breaking, etc.), displacement, rattle, distortion, and lifting of these foamed synthetic resin plates can easily occur. Resulting in. Therefore, the present fixing method of the foamed synthetic resin plate is not a fixing method that can sufficiently withstand the above-described various forces. However, in reality, there is no other method, and the actual situation is that these conventional fixing methods are unavoidably adopted. However, in the past, in order to aim at long-term excellent houses that excelled in excellence and durability in the outer heat insulation houses having many excellent characteristics that will be required for houses in the future, for example, earthquake Even if the interlayer displacement angle is equal to or greater than 1/30 rad, the foamed synthetic resin plate flexibly integrates with the deformation of the structural housing, and is elastically deformed and elastically restored (hereinafter referred to as elastic It is necessary to have a fastened structure capable of maintaining high airtightness and high heat insulation, and in addition, excellent cushioning (damping) of the foamed synthetic resin plate It is considered that the future requirement for an outer heat-insulated house is to be able to control and mitigate earthquake shaking and damage.

  Incidentally, FIG. 1 is a construction elevation schematic diagram before suspending and fixing the outer wall material in a general outer heat insulating house, and when the building housing 50 of the outer heat insulating house is deformed in the horizontal direction due to an earthquake, and swings, The interlayer displacement 52 (positive and negative deformation) when the interlayer displacement angle 51, which is regarded as a safety limit of a wooden house, is 1/30 rad is shown. The foamed synthetic resin plate 1 is fixed to the entire outer wall surface except for the opening 53 (window, doorway) of the building housing 50 with a round nail 16a, and the ventilator edge 14 is placed on the foamed synthetic resin plate body. FIG. 4 is a schematic elevational view of a construction before a threaded nail 2 (not shown) is penetrated and fixed, and an outer wall material such as siding is suspended and fixed to the ventilation trunk edge 14. For example, when the floor height of the first floor in this figure is 3000 mm, the interlayer displacement amount 52 at the horizontal interlayer displacement angle 51 (1/30 rad) corresponds to ± 100 mm.

  As a minimum desired function for an ideal heat-insulated house, the foamed synthetic resin plate 1 is equal to or more than the interlayer displacement 52 of the interlayer displacement angle 51 (1/30 rad), which is a standard of safety limits of the building housing 50. Is required to be integrated with the structural housing 4 and to be elastically deformed and elastically restored in a multidimensional direction including positive and negative directions. If the foamed synthetic resin plate cannot be elastically deformed and cannot be followed or restored, the foamed synthetic resin plate 1 is fixed before the structural casing or bearing wall is damaged (eg, seismic intensity is about 3 to 5). This causes a fatal defect that the parts, heat insulation, and airtight lines are intensively damaged and damaged, and the heat insulation and airtightness of the outer heat insulating house are lost.

  If such a problem is solved here, the highly elastic deformability and buffering property (absorbing and restoring properties of deformation force and vibration) inherent to the foamed synthetic resin plate 1 are utilized, and the structure The deformation force transmitted from the frame 4 and the shaking of the earthquake are absorbed, suppressed and restored by the entire foamed synthetic resin plate body including the fastening part (generally, the brake is applied to the earthquake or the vibration is controlled). As a result, it is possible to upgrade from a conventional outer heat insulation structure based solely on high heat insulation performance to an anti-seismic and anti-seismic heat insulation structure that has seismic resistance and vibration control. It is expected that the risk of 50 swings and impacts can be suppressed, mitigated and collapsed.

  In addition, conventional earthquake-resistant houses consisting of bearing walls such as structural face materials and braces usually cut the fastening material itself such as round nails and special screw nails when the interlayer displacement angle 51 exceeds 1/30 rad. When the structural face material, which is a plastic material, breaks and breaks (peels), and the structural frame itself is damaged, particularly when it collapses from the first floor of the house at once. Has been. However, if the advantages of the foamed synthetic resin plate with viscoelasticity can be maximized to provide a fastening structure that can take advantage of its elastic deformability (tensile strength) and shock-absorbing properties, it can be expected to shake, deform, and damage. Even if it is assumed that not only the damage is suppressed but also the swing becomes an interlayer displacement angle (for example, 1/20 rad) larger than the interlayer displacement angle 51 (1/30 rad), the fastening structure of the present invention. And the foamed synthetic resin plate having viscoelasticity, tensile strength, etc. protects the lifting and peeling of various shaft assembly parts, seismic hardware and load-bearing wall materials (structural face materials), etc. Because it is possible to suppress and reduce damage and breakage, it is said that a large number of assumed fastening materials, fixing parts, shaft assembly parts, load-bearing wall materials, etc., breakage of houses where damage occurs due to congestion The risk is expected to be significantly mitigated.

  The clue of the above solution has been expressed by a simple experiment, and will be described next with reference to the schematic FIG. FIGS. 2A and 2B are cross-sectional views of a conventional fixing method in which the foamed synthetic resin plate 1 is fixed by the ventilating cylinder edge 14. The foamed synthetic resin plate 1 is fixed in advance to the base 10, the pillar 8, the interposition pillar 9 and the like with a round nail 16a, and from the surface 8, from the pillar 8, the interposition pillar 9, the base 10 and the like with the special screw nail 2 through the ventilation trunk edge 14. The structural housing 4 is fixed by screwing. 15 is a structural surface material, 17 is an outer wall material, and 22 is a moisture-permeable waterproof sheet.

  1) When the foamed synthetic resin plate 1 is directly fixed to the structural housing 4 by the special screw nail 2 which is one of the fastening materials used for these, and 2) The foamed synthetic resin plate 1 is structured through the ventilating trunk edge. Two forms when fixed to the housing 4 will be described. In FIG. 2, in the form of 1), when an external force in a substantially parallel direction or a substantially vertical direction is applied to the fixed portion formed by the foamed synthetic resin plate 1 and the special thread nail 2, the external force is applied. Each sticking force that can withstand was measured. On the other hand, in the case of the above 2), that is, an external force in a substantially parallel direction or a substantially vertical direction is applied to the fixing portion formed of the foamed synthetic resin plate 1 and the special screw nail 2 via the ventilating trunk edge. The behavior of each fixing part that can resist the external force and the measurement result of the fixing force are shown in Embodiment 2 (FIG. 9B).

  Here, as the foamed synthetic resin plate 1, a bead method expanded polystyrene (trade name: manufactured by Kanepal Co., Ltd.) (foaming magnification: 35 times, plate thickness: 40 mm, 300 mm width × 300 mm length) is used, and a special screw is used. As the nail 2, the most commonly used nail head 2a diameter: 11.5 mmΦ, nail body 2b diameter: 6 mmΦ, and length 100 mm (see FIG. 2 (a) (d) and the like for signs) It was fixed.

  Next, a state in which the conventional fixing method is broken is shown. As shown in FIGS. 2A and 2B, which are enlarged views of the vicinity of the base 10 in the AA cross section in FIGS. 2A and 2A, the foamed synthetic resin plate 1 is structured using a special screw nail 2. It is in a state of being fixed to the base 10 via the face material 15. 2 (a) and 2 (c), the external force and vibration from the substantially parallel direction of the foamed synthetic resin plate 1 that is most likely to occur during an earthquake are imitated, and this is the substantially parallel direction of the foamed synthetic resin plate 1. As a result of pushing upward (in the direction of the arrow in the figure), a local load is applied to the fastening through hole 1d of the body 2b of the special screw nail 2 as shown in FIG. As a result of forming a tearing portion 25 having a diameter of about 20 mm in length and further pushing down, the vicinity of the lower end portion of the foamed synthetic resin plate 1 is separated with a broken lump 26 of the foamed synthetic resin, and the fixing portion is separated. Ruptured.

  The force required during the breaking was about 7 kg, and the maximum load of the force at the time of breaking was about 11 kg. For comparison, in a similar test using a foamed phenol plate (neomafoam: trade name manufactured by Asahi Kasei Construction Materials Co., Ltd.), the force during breaking was about 5 kg and the force at break was about 9 kg. It should be noted here that at the fixing portion of the special screw nail 2, a breaking phenomenon (breaking length of about 20 mm) occurs with a force of only about 5 to 7 kg per piece including frictional force with the structural face material. Even if the external force is removed in this state, the elastic restoring force for returning the foamed synthetic resin plate body 1 to the original fixing position has already been lost, and the fixing portion is completely damaged. It is in.

  In addition, these are fixing forces at the time of static load, and it is inevitable that the fixing force at the time of actual dynamic load (seismic vibration, impact load) is further reduced significantly. Therefore, with the fixing force equivalent to 5 to 7 kg per one at the time of these static loads, even if the number of locations where the foamed synthetic resin plate 1 is fixed to the structural casing 4 is increased, the structural casing 4 is positive or negative in an earthquake. When deformed in a substantially horizontal direction, it exceeds the rigidity and strength of the foamed synthetic resin plate 1 as a plate, and cannot be fixed enough to elastically deform the foamed synthetic resin plate. It is proved that local deformation of the fixing portion easily occurs because it cannot follow the deformation of the housing 4 and integrate and elastically deform.

  FIGS. 2A and 2D show a state in which the foamed synthetic resin plate 1 (same as the above-mentioned beaded polystyrene foam) is fixed to the structural housing 4 (not shown) with the special screw nail 2. FIG. In the present fixing structure, as a result of an experiment of pulling out a nail head that imitates an external force in a substantially vertical direction of the foamed synthetic resin plate 1 indicated by an arrow during an earthquake and applies a pulling force in a substantially vertical direction. (A) As shown in (e), the nail head 2a completely fell out of the shear through hole 1b of the body 2b of the special screw nail 2, and the fixing portion was destroyed. The pulling force of the nail head required at this time was 5.8 kg. Thus, in this experiment, the above-described special screw nail 2 having a head diameter and a trunk diameter larger than the round nail 16a (eg, head diameter, 6 mmΦ, trunk diameter 2.8 mmΦ, length 65 mm) that is usually used is used. Although the foamed synthetic resin plate 1 is fixed to the structural housing 4, as shown in the above-described experiment, the fixing force is small and the fixing portion is easily broken. Therefore, the conventional fixing method in which the foamed synthetic resin plate 1 is fixed to the structural housing 4 can resist an external force composed of a multidimensional direction such as a large substantially parallel direction or a substantially vertical direction such as an earthquake. Clearly far from the level.

  On the other hand, as shown in FIGS. 2B and 2A, the nail head 2a of the special screw nail 2 is brought into contact with the foamed synthetic resin plate 1 upside down, and the foamed synthetic resin plate 1 is nailed. In the state where there is no hole at all, that is, in the state where the nail hole is not penetrated in advance, a force is applied to the special screw nail 2 so that the nail head can be removed as shown in FIG. The force required for the shear force experiment was 18.5 kg. That is, the nail head portion 2b penetrates through the nail body portion 2b in advance as shown in FIGS. 1A and 1D in spite of the foamed synthetic resin plate 1 having the same nail head diameter and the same thickness as FIG. The load required for the nail head 2a to shear and penetrate the foamed synthetic resin plate 1 due to the difference in whether or not local fracture exists is about three times as large as that of the normal fixing structure. is there. This is due to the increase in the load on the pressure receiving area (eg, nail head diameter) due to the viscoelastic action of the foamed synthetic resin plate 1 that is soft and brittle against the load applied in the thickness direction. The compressive stress dispersion region 31 described later in the above description expands into a substantially conical column shape in the thickness direction of the foamed synthetic resin plate from the initial pressure receiving area (eg, nail head diameter), and the shear force increases accordingly. When penetrating, a large amount of the rupture mass 26 of the foamed resin shears with a high shearing force that shears the substantially outer peripheral area of the substantially conical columnar shape, which is enlarged and formed, starting from the nail head diameter (11.5 mmΦ). It was punched out.

  This tendency can be further improved by adopting a fastening structure or a fastening method that further increases the compressive stress dispersion region 31. Furthermore, it becomes remarkable by changing the resin type of the foamed synthetic resin plate. For example, replacing rigid foam synthetic resin plates such as foamed polystyrene with semi-rigid foam resin plates such as polyolefins with high viscoelasticity, and changing the expansion ratio and thickness of these foam synthetic resin plates This phenomenon is further amplified and increased by using a foamed synthetic resin plate in which a reinforcing surface reinforcing material is spread and integrated.

  These phenomena are due to the material dynamics and properties unique to the foamed synthetic resin plate, which is a viscoelastic material. Therefore, the structural face material is a plastic material that constitutes the current bearing wall. Since the phenomenon is different from changing the material properties of the material or changing the fixing structure for fixing the structural face material, it is expected that the above effects will be amplified in the treatment of plastic materials. Can not.

  As a result of taking the above circumstances into consideration, the present inventor is subjected to external forces such as earthquakes, deformations, vibrations, impacts, etc. at the fastening portion of the foamed synthetic resin plate that is a heat insulating material and is an elastic material. Focusing on the material mechanical phenomena, behaviors and effects unique to the above-mentioned foamed synthetic resin, and improving the fastening structure and fastening method, We have found a solution that makes it possible to make maximum use of elasticity (elastic deformation and resilience), shock-absorbing properties (vibration energy and shock absorption), tensile strength, etc., and have made the present invention. .

  The foamed synthetic resin plate in the current outer heat insulation house is only fixed to the structural housing with the fastening surface pressure due to the tightening force of round nails and screw nails and the weak tightening force of special screw nails from above the ventilator edge. is there. For this reason, due to daily severe changes in temperature and humidity, the structural materials of the structural frame and the foamed synthetic resin plate, etc., distortion, deformation, deterioration, thinning over time, as well as small daily winds, slight vibrations, etc. Various external forces, wind pressure on the outer wall surface (walls, roofs, openings) due to sudden typhoons, and large horizontal deformation forces and vibrations, including vertical vibrations from the ground due to earthquakes, are added. However, the foamed synthetic resin plate that is in a state where it cannot integrally follow the deformation and vibration of the structural frame is subject to these multi-dimensional deformation, distortion, twisting, rattling, etc. Deformation, distortion, torsion, rattling, etc. are accumulated and amplified over time and over time.In particular, the phenomenon is conspicuously concentrated at the fixing part between the structural housing and structural face material and the foamed synthetic resin plate. Become.

  In addition, when calculating the fixing strength of the outer wall material (saidin material) from the seismic surface, the ventilator edge, which is the fixing base of the outer wall material, is fixed to the structural housing with a special screw nail via the foamed synthetic resin plate 1 However, the presence of the foamed synthetic resin plate 1 is regarded as a hollow portion (overhang shape) in terms of structural mechanics. Through this hollow portion, the fixing strength between the ventilator edge and the structural housing connected only by the special screw nail is weak, and a structure in which displacement and deformation in a multidimensional direction are likely to occur. Further, a heavy outer wall material (siding material or the like) is suspended on the outer peripheral surface of the ventilator rim, and has an unstable fixing cross-sectional structure as shown in FIG. Because of this structure, during typhoons and earthquakes, large external forces and vibrations are amplified and shaken from both sides of the structural frame and outer wall material, and these combined loads are concentrated on the special screw nails where they are fixed. There is always a risk of not only the plate but also the hanging and dropping of the outer wall material, and there is a strong demand for this improvement and improvement.

  By the way, despite the fact that the bending strength at the static load (strength at the beginning of bending) when woods are overlapped and fixed with special screw nails is about 20 kg / piece or more, the above-mentioned overhang structure, and The bending strength when it is fixed with a weak surface pressure on the fixing surface of the ventilator rim is expected to be only about 2 to 3 kg guaranteed by the manufacturer. For this reason, in order to ensure the minimum fixing strength of the foamed synthetic resin plate including the weight of the outer wall material, the maximum thickness (corresponding to the overhang distance) of the foamed synthetic resin plate is 50 mm at the maximum (example: Extruded polystyrene, type: F3, trade name: Kanelite foam, manufactured by Kaneka Co., Ltd.), and in the 1-2 districts (cold districts) where the prescribed insulation thickness exceeds 50 mm (2) It is used as a common sense in the industry to provide an outer heat insulating structure with a layer: 50 mm, a second layer: a thickness exceeding 50 mm.

  In these current exterior insulation houses, the foamed synthetic resin plate is a structural enclosure that has cleared the earthquake resistance standards (earthquake resistance grade 1 or higher), but due to aged deterioration after construction, typhoons, earthquakes, and other external forces and vibrations. The head of the nail that fixes the body, the tearing of the nail hole, the tearing of the special screw nail that fixes the ventilator rim, the decrease in the surface pressure holding force of the ventilator rim, and the foamed synthetic resin plate There are concerns about the occurrence of lateral displacement and lifting of the body itself. Furthermore, high heat insulation and loss of high airtightness due to these phenomena and the occurrence of condensation (cause of decay) are recognized as practical problems.

  In view of the current situation, conventional heat-insulated houses have higher earthquake resistance grades (eg, earthquake resistance grades 2 and 3) in preparation for large-scale earthquakes of several expected levels in line with the trend toward full-fledged long-term excellent housing. ) There was no other way to hit except the method of adopting the structural frame. However, these seismic grade improvement measures logically increase the rigidity strength (bearing wall amount or seismic grade) of the structural frame, and mechanically, damage and damage to the structural frame itself are suppressed. However, a significant increase in the degree of shock and impact of the entire building (including incidental facilities, furniture, and family) is inevitably inversely proportional to that, and as a result, it has inherent problems. New causal relationship that increases vibration, impact load and load on the fixed part of foamed synthetic resin plate and outer wall material, and further increases concerns about damage, rattling, drooping, dropping, etc. There is a strong demand for an appropriate solution to these issues.

  For some contractors who are paying attention to the importance of time-lapse insulation and air-tightness deterioration, loss countermeasures and earthquake countermeasures, which are the weaknesses of these externally insulated houses, the improvement of earthquake resistance grade is the only earthquake countermeasure In view of the negative effects of external insulation houses, we introduced commercial vibration control devices that consist of viscoelastic dampers and oil damper structures that absorb (shake or suppress) 40% to 50% of earthquake vibrations. In addition to the seismic strength (earthquake resistance) of the structural frame (bearing wall), a new seismic control function is added to absorb and mitigate earthquake vibration (also called seismic performance) and seismic control. Outer heat insulation house (hereinafter referred to as seismic resistance and seismic resistance) in the present invention. )) Is a desirable trend. However, these seismic control devices are expensive and have many wall surfaces consisting of outer wall surfaces and interior partition walls formed for each inter-column space of the structural frame due to the limitations of the seismic control mechanism. Of all the wall surfaces in the X and Y axis directions as seen from the plane direction of the structural casing to be formed, only a few (2 to 10 + α) wall surfaces / door wall surfaces must be installed, and as a result, It has not yet been possible to eliminate the difference in the vibration control performance caused by the presence or absence of the installation of the vibration control device or between the rooms, the variation in response accuracy, the adverse effects of time lag, and the like. In particular, in the outer heat insulation structure, since the essential problems weak against typhoons and earthquakes described above have not been solved, the vibration control effect has to be further limited, and therefore the spread of vibration control devices has not progressed. Is the reality.

  Furthermore, due to recent global environmental issues, energy savings equivalent to or higher than the next-generation energy saving standards found in long-term excellent homes, higher durability, security, safety, and comfort have been increasingly demanded. In addition, the degree of dependence, expectation, and directivity on outer heat-insulated houses are increasing. However, on the other hand, it is anticipated that the unsolved problems of the above-described current heat-insulated houses will become even more apparent with the long-term excellent housing. However, at present, no suitable solution for the above-mentioned problems remains available.

  Moreover, in the future, it is in a situation where a long-term excellent house (100-200-year house) must be oriented from a wooden house, which is said to have a life span of about 30 years. In other words, the current earthquake-resistant houses that are designed with a seismic strength that does not collapse in a moderate earthquake (with a seismic intensity of 6+) that will be damaged once every 30 years, have a life span of approximately 30 years. On the other hand, when it comes to long-term excellent housing, it will be damaged by the several medium earthquakes that may occur in the future, and further, it will be damaged more than once by a large earthquake (seismic intensity 7) once in 100 years. As well as requiring high seismic resistance (or high seismic resistance and seismic control) for the structural frame itself, the outer thermal insulation structure that was excluded (lightly disregarded) from the target of performance guarantee for conventional earthquake-resistant houses In addition, there is a high demand for high earthquake resistance, high vibration control, and high durability of the entire building including the fixed structure of the outer wall material.

  Therefore, the foamed synthetic resin plate that is fixed to the outer peripheral wall of the structural housing in the outer heat-insulated housing is stable with high durability, high heat insulation, and high airtightness suitable for long-term excellent housing even under the severe conditions described above. Therefore, it is indispensable to have an external heat insulating structure that is maintained and has excellent maintainability. Nonetheless, at present, only sales points such as high energy saving and comfort of the outside heat insulation house walk alone, but legally, only the structural frame has a certain seismic grade (eg, 1st grade, 2nd grade). If it is clear, the legal structure and regulations regarding the fixing structure and strength of the foamed synthetic resin plate that is fixed to the outer peripheral wall surface of the structural frame, as well as the suppression and suppression of heat insulation and airtight deterioration The actual situation is that the industry has to overlook and overlook this problem because its specific solution has not been developed yet. Therefore, in order to realize a truly long-term and excellent anti-seismic insulated thermal insulation house, the development of a foamed synthetic resin plate fastening structure and fastening method and a long-term maintenance method for the outer thermal insulation structure are urgently needed. It is hoped for.

  Here, the present invention drastically improves the fixing structure of the foamed synthetic resin plate that is frequently used in the outer heat insulating structure, and the buffering property (compression, vibration, impact energy absorption property) inherent to the foamed synthetic resin plate. , Restoring property), viscoelasticity, stress dispersibility (expanding dispersibility of compressive stress in the thickness direction), and the like, and an object is to provide a fastening structure that maximizes the advantages. In other words, the foamed synthetic resin plate is integrated and elastically deformed and elastically restored following the deformation and vibration in the substantially horizontal direction (rolling) that the structural frame receives during an earthquake. Earthquake resistance, seismic deterioration and breakage of shafts, etc., and without relying on the introduction of commercially available seismic control devices It is an object to provide a heat-resistant / damping wall structure comprising a fixed structure of a foamed synthetic resin plate having both of the above and a heat-resistant / quake-resistant outside heat insulating house comprising the wall structure.

Furthermore, the space between the columns of the structural frame constituting the outer wall surface is filled with fiber-based heat insulating material (glass fiber, rock wool, etc.), in-situ foam heat insulating material (eg, foamed urethane), foamed synthetic resin plate, etc. In a general interior thermal insulation (or filled thermal insulation) house, the filled thermal insulation material is a fiber-based thermal insulation material or an in-situ foam thermal insulation material. The upper and lower joints on the entire inner peripheral surface, or on these upper and lower joints, and particularly on the entrance corner, exit corner, and partition wall where deformation and damage are likely to occur. A seismic frame or fitting groove is provided in the mouth and the like, and the semi-rigid foam synthetic resin plate and / or rubber-like elastic plate (hereinafter, both are buffered) comprising the fastening method and fastening structure of the present invention. A plate-type body). To provide a vibration control in insulated houses. (Details are shown in Embodiment 8, FIG. 17 and Embodiment 9, FIG. 18)
Further, in an internally insulated house in which the filled heat insulating material is a foamed synthetic resin plate, and the foamed synthetic resin plate is filled in a space between the columns of the structural housing in a non-fixed and unconstrained state, between one column In a state where a new damping frame is provided on the entire inner peripheral surface of the space, or on a part of the inner peripheral surface where deformation and damage are likely to occur, and filled with a heat insulating material (foamed synthetic resin plate) By fastening with the fastening method and the fastening structure of the present invention, it is possible to easily upgrade to a heat-resistant / seismic heat-insulated house having earthquake-resistant properties.

  Furthermore, another embodiment of the above-described anti-seismic wall structure of the present invention, such as an upper joint portion and / or a lower joint portion in the space between one pillar of the structural frame, etc. A part of the inner peripheral surface is formed with an anti-damping wall structure provided with a fitting groove (or a damping frame body) using the fastening structure of the present invention and a foamed synthetic resin plate, and the same. In the remaining inter-column space on the wall surface, the foamed synthetic resin plate body and the structural face material are connected to be flush with each other for an aspect of forming a conventional bearing wall structure made of a structural face material, Or, disposing them in a disjoint manner, and combining the strength / damping wall structure made of foamed synthetic resin plate and the load-bearing wall structure made of structural face material, both advantages can be combined on the same wall surface. An elastic bearing wall structure (details are shown in Embodiment 10 and FIG. 19) can be constructed.

  The above-mentioned elastic load-bearing wall structure is characterized by the disadvantages of the conventional load-bearing wall structure consisting of a single structural surface material (eg: severe deformation and damage of the inter-column space, and damage and damage at the lower joint, etc.) By replacing the foamed synthetic resin plate (easiness and lack of seismic control performance) with a foamed synthetic resin plate (elastic deformation, elastic recovery), the bearing wall structure is protected, and stable and high seismic resistance is demonstrated over a long period of time. It can be done. Furthermore, if a moisture permeable waterproof sheet, a ventilator rim, and an outer wall material are provided directly on the outer wall surface side of the elastic bearing wall, it can be easily and inexpensively made a heat-resistant / damped interior heat-insulated house. In addition, the above-mentioned elastic bearing wall structure is widely adopted not only for the inner heat insulating structure described but also for outer heat insulating and other earthquake-resistant houses such as various new constructions and renovations made of wood, steel, etc. By replacing all or a part of the seismic walls made of structural face materials, it is expected to further improve the safety, safety and high durability of conventional seismic houses.

  Furthermore, this improved fastening method and the damping panel having this fastening structure are applied not only to the outer heat-insulated housing, but also to other areas such as general houses and existing houses in the field of anti-seismic and earthquake-resistant reform. It is an object of the present invention to apply widely.

  In addition, the inter-column space referred to in the present invention is composed of columns, inter-columns, foundations, horizontal members (beams), braces, etc. constituting the structural frame. The inter-column space is referred to as a small inter-column space 4b. 2) Each inter-column space consisting of a column and a column (a structure in which no inter-column is provided between the columns) is referred to as a large inter-column space 4a. Are collectively referred to as inter-column spaces (4x). These terms are also applied to a hanging wall and a waist wall that form openings such as windows and doorways.

  Usually, the inner wall surface side of the inter-column space in the outer heat insulating wall structure is an interior material (plaster board, etc.), and the outer wall surface side is a structural surface material and a foamed synthetic resin plate, or a foamed synthetic resin plate alone. Each is disposed, and the space between the pillars is not filled with a heat insulating material. On the other hand, interior material (plaster board, etc.) is arranged on the inner wall surface side of the inter-column space in the inner heat insulating wall structure, and structural surface material is arranged on the outer wall surface side, and the space between these columns is filled. Each is filled with insulation.

The present invention solves the above problems,
(1) A fixing tool for fixing the foamed synthetic resin plate body to the structural housing before the exterior wall constituting material is disposed on the outer wall surface side of the foamed synthetic resin plate body, which protrudes from the base end portion The projecting portion is pushed into the foamed synthetic resin plate body with a fastening material penetrating from substantially the center of the base end portion and buried, and the foamed synthetic resin plate body is attached to the structural housing. An indentation fixture characterized by being fastened by screwing.

  (2) The push-fixing device according to (1), which has a through-hole through which the fastening material penetrates substantially at the center of the base end portion.

  (3) By using a fastening material penetrating through the substantially center of the indentation fixture having a protrusion in the direction of the structural body and the foamed synthetic resin plate, the protrusion is attached to the structural body. A structure for fastening the foamed synthetic resin plate to the structural casing is characterized by being pushed into and buried in the foamed synthetic resin plate.

  (4) A foamed synthetic resin plate is disposed on the structural housing, a rubber-like elastic plate is overlaid on the foamed synthetic resin plate, and the diameter of the base end portion is further on the rubber-like elastic. The same or smaller than the plate body, the push fixture having a protrusion, or the push fixture without a protrusion is stacked, the substantially center of the push fixture, the rubber-like elastic plate, By using a fastening material that penetrates the foamed synthetic resin plate, and screwing it to the structural housing, at least a part of the rubber-like elastic plate together with the push-in fixture is contained in the foamed synthetic resin plate. This is a structure for fixing a foamed synthetic resin plate body to a structural housing, which is characterized by being pushed into and buried in.

  (5) The fastening structure according to (3) or (4), wherein at least one surface of the foamed synthetic resin plate has a surface reinforcing material.

  (6) The fixing device according to any one of (3) to (5), wherein a base end portion of the indentation fixture having a protrusion is fixed so as to be flush with a surface of the foamed synthetic resin plate. It is a fastening structure.

  (7) The fastening structure according to any one of (3) to (6), wherein the indentation fixture having a protrusion is a hollow body or a solid body.

  (8) The fastening structure according to any one of (3) to (7), wherein a fixed leg portion that defines a buried depth is provided in the indentation fixture having a protrusion.

  (9) The fastening structure according to (8), wherein the distal end portion of the fixed leg portion reaches the building frame.

  (10) The indentation fixture is formed of one or more materials selected from metal, wood, foamed or non-foamed synthetic resin, and rubber-like elastic bodies such as rubber and elastomer (3) to (9 The fastening structure according to any one of 1).

  (11) 1) The diameter of the body part of the fastening material penetrating the foamed synthetic resin plate is made larger than the diameter of the body part screwed into the building frame, or 2) the foamed synthetic resin board The fastening structure according to any one of (3) to (7) or (10), wherein an auxiliary leg portion is inserted into a body portion of a fastening material penetrating the body. is there.

  (12) Any one of (3) to (11), wherein the peripheral edge of the proximal end portion of the push fixture having a protrusion has a curved surface and / or plane smaller than 90 degrees with respect to the push fixture surface. The fastening structure according to the item.

  (13) An adhesive layer is interposed between the indentation fixture having a projection or the indentation fixture having no projection and a foamed synthetic resin plate, (3) to (12) The fastening structure according to any one of the above.

  (14) There is a structural face material between the foamed synthetic resin plate and the building frame, and the foamed synthetic resin plate using the indentation fixture described in any one of (1) to (13) The fastening structure according to any one of (1) to (13), wherein the body is fastened to a structural surface material and / or a building frame.

  (15) According to any one of (3) to (14), a part of the foamed synthetic resin plate is replaced with a semi-rigid foamed synthetic resin plate and / or a rubber-like elastic plate. It is a fastening structure.

  (16) The fastening structure according to (15), characterized in that the portion replaced with a semi-rigid foam synthetic resin plate or a rubber-like elastic plate includes a joint.

  (17) The fastening structure according to any one of (3) to (16), wherein the fastening structure is adopted in one or more building parts selected from a wall, a roof, a ceiling, and a floor.

  (18) It is a fastening structure formed by fastening the ventilator edge on the foamed synthetic resin plate having the fastening structure described in any one of (3) to (17).

  (19) The fastening structure according to (18), wherein the ventilation cylinder edge is a ventilation cylinder edge with a pushing projection.

  (20) On the structural housing, if necessary, a structural face material, then a foamed synthetic resin plate, and then a moisture permeable waterproof sheet, and then a ventilator edge with a push-in projection are arranged, The fastening structure according to (19), wherein the pushing projections are pushed into the foamed synthetic resin plate body and screwed into the structural housing in a state of being buried.

  (21) An outer heat insulating structure in which an outer wall material is further provided on the ventilator edge having the fastening structure described in any one of (18) to (20).

  (22) About filling a space between pillars of a building frame with a heat insulating material, a deformable damping frame that is arranged and fixed to all or a part of the inner peripheral surface of one pillar space. , An inner heat insulating structure formed by fastening a foamed synthetic resin plate by screwing using the indentation fixture.

  (23) About filling a space between pillars of a building frame with a heat insulating material, a foamed synthetic resin for fixing a foamed synthetic resin plate to the whole or a part of the inner peripheral surface of one pillar space This is an internal heat insulating structure in which a fitting groove having a thickness of a plate body thickness is carved and the foamed synthetic resin plate body is screwed into the fitting groove by using the push-in fixture.

  (24) All or a part of the inner peripheral surface of one inter-column space is an upper peripheral portion inner peripheral surface and / or a lower peripheral portion inner peripheral surface, or an upper peripheral portion inner peripheral surface, and The inner heat insulating structure according to (22) or (23), which is the entire inner peripheral surface of the inter-column space including the inner peripheral surface of the lower joint portion.

  (25) A part or all of the foamed synthetic resin plate is replaced with a semi-rigid foamed synthetic resin plate and / or a rubber-like elastic plate. (22) to (24) It is an inner heat insulation structure given in any 1 paragraph.

  (26) The foamed synthetic resin plate disposed on the inner peripheral surface of the outer wall surface such as the upper joint portion and / or the lower joint portion of one inter-column space of the building housing is a structural face material. A fitting groove having a depth projecting by the thickness dimension is engraved, and the foamed synthetic resin plate is fixed to the fitting groove by screwing using the push-in fixture, and the foamed synthetic resin plate is fixed. This is an elastic load-bearing wall structure in which structural face materials are disposed and fixed in the remaining inter-column spaces excluding the worn portions.

  27. The elastic yield strength according to claim 26, wherein a part or all of the foamed synthetic resin plate is replaced with a semi-rigid foamed synthetic resin plate and / or a rubber-like elastic plate. It is a wall structure.

  (28) When the rectangular foam synthetic resin plate is fixed to the vertical frame and the horizontal frame, the pressing fixture and then the frame are arranged on the front and back surfaces of the foam synthetic resin plate, These three members are screwed with a fixing material penetrating the indentation fixture and the foamed synthetic resin plate, and the protrusions of the indentation fixture are pushed into and embedded in the synthetic foam resin plate. This is a long seismic control panel.

  (29) A pair of the pressing fixtures are arranged so as to face each other on both the front and back surfaces of the foamed synthetic resin plate body, and one fastening material penetrating the opposing pressing fixtures is used. The protrusions of the pair of pressing fixtures are screwed and pressed into the foamed synthetic resin plate at positions opposed to each other on the front and back surfaces of the foamed synthetic resin plate (28). This is a long seismic control panel.

  (30) The length described in (28) or (29), wherein a part or all of the foamed synthetic resin plate is replaced with a semi-rigid foamed synthetic resin plate and / or a rubber-like elastic plate. It is a shake control panel.

  (31) A building structure in which the long vibration control panel according to any one of (28) to (30) is attached to a large space between columns or a small space between columns of a structural frame.

  (32) When fixing the substantially triangular foamed synthetic resin plate to the vertical frame and the horizontal frame, the pressing fixture is arranged on the front and back surfaces of the foamed synthetic resin plate, and then the frame. By screwing the frame, the pressing fixture, a fastening material penetrating the foamed synthetic resin plate, and pushing the protrusion of the pressing fixture into the foamed synthetic resin plate, This is a seismic control panel with these three members fixed.

  (33) A pair of the pressing fixtures are arranged on the front and back surfaces of the foamed synthetic resin plate so as to face each other, and are screwed with a fastening material penetrating the pair of pressing fixtures facing each other. The protrusions of the pair of pressing fixtures opposed to each other are pressed into the foamed synthetic resin plate at the positions facing the front and back surfaces of the foamed synthetic resin plate and buried (32). ) The seismic control panel described.

  (34) The process described in (32) or (33), wherein a part or all of the foamed synthetic resin plate is replaced with a semi-rigid foamed synthetic resin plate and / or a rubber-like elastic plate. It is a mouth vibration control panel.

  (35) A building structure in which the joint damping panel according to any one of (32) to (34) is mounted on a joint portion of a structural frame.

  (36) When the two opposing sides of the rectangular foamed synthetic resin plate are fixed to the vertical frame and / or the horizontal frame, the pressing fixtures on both the front and back surfaces of the foamed synthetic resin plate, and then the frame By screwing with a fastening material penetrating the frame, the push fixture, and the foamed synthetic resin plate body, and pushing the protrusion of the push fixture into the plate body and burying This is a general-purpose seismic control panel that attaches these three members.

  (37) A pair of the pressing fixtures are arranged so as to face each other on both the front and back surfaces of the foamed synthetic resin plate, and are screwed together with a fastening material penetrating the pair of pressing fixtures facing each other. The protrusions of the pair of pressing fixtures opposite to each other are pressed into the foamed synthetic resin plate body and buried at opposite positions on the front and back surfaces of the foamed synthetic resin plate body (36). ) General-purpose seismic control panel as described in).

  (38) The general purpose according to (36) or (37), wherein a part or all of the foamed synthetic resin plate is replaced with a semi-rigid foamed synthetic resin plate and / or a rubber-like elastic plate. It is a vibration control panel.

  (39) A building structure in which the general-purpose vibration control panel according to any one of (36) to (38) is mounted in a small space between columns or a large space between columns in a structural frame.

  With the fastening structure of the present invention using an indentation fixture, the foamed synthetic resin plate can be firmly fastened to the structural housing, so that the foamed synthetic resin plate inherently has buffering properties, viscoelasticity, stress dispersibility, etc. You can make the most of the advantages of. That is, it is possible to overcome the material mechanical defect that the foamed synthetic resin plate is soft, weak against concentrated load, and easily damaged locally. Thus, by the fastening structure of the present invention, not only the entire outer peripheral wall surface of the structural housing has a good heat insulating performance, but also can function as an earthquake energy absorbing matrix and an elastic restoring matrix during deformation. If these fastening structures are described as an example of an outer peripheral wall surface of a building, for example, the following effects can be obtained.

  On the wall of the outer heat insulation structure fastened by this indentation fixture or the ventilator edge with indentation protrusion, external forces such as seismic energy, that is, multidimensional direction mainly centering on the substantially parallel direction or the substantially vertical direction. Although deformation force, vibration, etc. are applied, a foamed synthetic resin plate with high viscoelasticity and shock-absorbing property is firmly fixed and integrated on the outer peripheral wall surface of the structural frame by a large number of indenters and ventilator edges. Therefore, the whole of the foamed synthetic resin plate body that is integrated with the individual fastening parts and the peripheral parts at the peripheral part by elastically deforming, following the deformation and vibration of the structural housing, Resist external force, deformation and impact by showing the behavior of elastic recovery. The multidimensional deformation forces and vibrations received by these series of structural enclosures are transmitted from these many fastening parts to the entire foamed synthetic resin board in real time with the fastening parts as a base, and absorbed (elastic deformation, It is possible to suppress, alleviate, and protect local deformation and damage of the foamed synthetic resin plate itself for a long period of time.

  And the above-mentioned effect is not restricted to a wall surface, For example, if the foaming synthetic resin board which consists of this fixed structure is employ | adopted for a roof, a floor, etc., the effect substantially the same as a wall surface can be exhibited at an employ | adopted location. It is.

  That is, the present invention is based on the fact that the seismic standards (eg, seismic grades 1, 2, and 3) of the Building Standards Act are cleared, and the seismic strength (wall magnification) of the structural frame itself and the Addition (combination) resistance and seismic resistance where construction sites (outer heat insulation wall surfaces, partition wall surfaces, etc.) formed by using foamed synthetic resin plates composed of wearing structures are developed, and these are summed up to several orders Withstands moderate earthquakes, suppresses (damps) and mitigates shaking, shocks and damage, reduces the risk of the most dangerous homes collapsing at once, improves safety and security, and provides high insulation and high airtightness This makes it possible to provide a unique anti-seismic and non-seismic heat-insulated housing that can demonstrate its properties over a long period of time.

  In addition, with respect to pitching (upper and lower vibrations) observed during an earthquake, there has been no method other than a method in which the foundation and the structural frame are tightly coupled with anchor bolts for earthquake resistance. In addition to the conventional method, a foamed synthetic resin plate that can function as a damping material (or a buffer material) on the outer peripheral wall surface of the structural housing is firmly fixed to the entire wall surface with the fixing structure of the present invention. A structure of a support wall (buffer wall) having a buffering property capable of resisting the downward vibration is formed. This bearing wall is said to be the most troublesome in terms of seismic structure, and is expected to act as an absorption / buffer wall body (damping wall body) against vertical deformation and distortion generated by the bottom vibration.

  In addition, the thickness of the foamed synthetic resin plate used for the above-described conventional heat insulation is limited to a maximum thickness of 50 mm / layer due to fastening strength and restrictions on prevention of falling off. On the other hand, in the present invention, the effect of improving the fastening force by the push-in fixing tool is great, and further, the buried depth (for example, the protrusion height) of the push-in fixing tool reduces the overhang distance of the fastening material (thickness). In addition, the fastening structure of the present invention also improves the fastening strength of the ventilator rim, and accordingly, the maximum thickness of 50 mm / layer can be further increased. Since the outer heat insulating structure is made easy and a high fastening force is secured, it is possible to suppress or prevent the outer wall material from drooping or falling off.

  On the other hand, in the market, a heat insulating panel for a load bearing wall in which a structural face material (or a plastic material such as a cement board or a plaster board) and a foamed synthetic resin board are integrated has been put into practical use. For example, a heat insulating panel (trade name: SIP, manufactured by Mitsui Home Co., Ltd.) in which structural face materials are bonded and integrated on both surfaces of a foamed synthetic resin plate, or a structural face material on one side of a foamed synthetic resin plate. A heat-insulating panel (trade name: NP panel, manufactured by Nice Co., Ltd.) and the like that are bonded and integrated. However, these panels have sufficient seismic resistance (wall magnification), heat insulation, ease of construction, etc., but exhibit the anti-seismic performance possessed by the foamed synthetic resin plate according to the present invention. It cannot be made into a fixed structure.

  This is because, although the structural face material, which is a plastic material, and the foamed synthetic resin plate, which is an elastic material, are integrated with an adhesive, the method for fixing the panel and the structural casing excludes the foamed synthetic resin plate Since the structural face material portion and the structural housing are made by a normal fixing method (round nails, etc.), the properties of the foamed synthetic resin plate having inherently elastic deformation and resilience are not utilized at all. However, due to the structure of the panel, the seismic strength is unilaterally borne by the structural surface material, and these panels have seismic issues (breakage of the fastening part, tearing of the nail, etc.) Is no different from a bearing wall made of a single structural face material.

  On the other hand, in the present invention, for example, a foamed synthetic resin plate directly on the outer peripheral surface of a structural housing (including seismic hardware and bracing) in which a structural face material that is a load-bearing wall material is not previously disposed. If the plate body made of the resin type, foaming magnification and thickness capable of exhibiting the prescribed anti-seismic properties is fixed using the indentation fixture of the present invention, in addition to the seismic strength of the structural frame itself In addition, the anti-vibration resistance exerted by the outer heat insulating wall structure made of the foamed synthetic resin plate having the fastening structure of the present invention is added and combined, and the resistance required by the building frame is substantially required. An anti-seismic and non-seismic heat-insulating structure having seismic performance equivalent to the seismic performance, or the seismic class 1 or 2 or 3 shown in the Building Standard Law is formed.

As a result, legally, it is necessary to separately measure the amount of the load-bearing wall (wall magnification) made up of the heat-resistant and anti-seismic heat-insulating wall structure of the present invention separately, and to obtain official certification, Since the foamed synthetic resin plate having a fixed structure has sufficient strength such as anti-seismic and vibration control properties, it may be possible to reduce the structural face material. And since it is excellent also in anti-seismic property, workability, durability, etc., it can provide an excellent structure where immediate practical application is desired. (See Embodiment 4, FIG. 12)
In addition, parts of the structural body that are particularly prone to deformation, external force, and damage during disasters such as earthquakes (eg, entry corners, exit corners, near street columns, upper joints, lower joints, etc.) If a semi-rigid foam synthetic resin plate with excellent cushioning performance is provided as an alternative to the rigid foam synthetic resin plate, the earthquake shaking and deformation of the entire structural frame can be suppressed and alleviated. It is possible to provide a heat-resistant and anti-seismic heat-insulated house that can suppress and protect damage to the rigid foamed synthetic resin plate at the site, and can maintain stable high heat insulation and high airtightness for a long period of time (FIG. 14, FIG. 15, see FIG.

Furthermore, regardless of the outer peripheral wall surface or partition wall surface of the inner heat insulating structure in which the inter-column space is filled with the heat insulating material, the entire inner peripheral surface of one inter-column space or the upper joint portion where deformation or damage is particularly likely to concentrate. 1) A method in which a deformable vibration control frame body is provided in advance in a space between columns in a lower joint portion or the like, and a foamed synthetic resin plate is fixed to the vibration control frame body by using the pushing fixture.
2) Using the fastening method and fastening structure of the present invention, and using a foamed synthetic resin plate and a damping frame made into a panel structure, it is arranged and fixed at a predetermined position in one inter-column space. How to make. It is possible to provide a heat-resistant / seismic insulated thermal insulation house (see Fig. 17). In addition, the above-mentioned application example to the partition wall surface is not limited to the inner heat insulating house, but can be easily applied to the outer heat insulating house, and also to a wide range of general houses for anti-seismic and seismic reform. It is desirable to have excellent balance and seismic performance that is well balanced.

  Further, instead of the above-mentioned seismic frame for fixing the foamed synthetic resin plate used for the inner heat insulation (filled heat insulation) house, for example, a space between one pillar for fixing the foamed synthetic resin plate is configured. Depth for placing and fixing a foamed synthetic resin plate in advance on the entire inner peripheral surface of the structural housing or on a part of the inner peripheral surface of the upper and / or lower joints. An internal insulation house with excellent workability and cost can be obtained by engraving a fitting groove made of this at a pre-cut factory and installing a foamed synthetic resin plate in the fitting groove and fastening it with a pressing fixture. The seismic resistant and vibration-damping wall structure can be obtained (see FIG. 18).

Furthermore, another embodiment of the earthquake-resistant wall structure according to the present invention is as follows. In an inner heat insulating house, foamed synthetic resin on the outer wall surface of a part of the inner peripheral surface of the same wall surface of the space between one pillar and / or lower joint portion, where large shaking and deformation are assumed A fitting groove (or a vibration control frame) having a depth and a width in which a part in the thickness direction of the plate body (especially a buffer plate body is desirable) protrudes by the thickness dimension of the structural face material is provided. The foamed synthetic resin plate is disposed and fixed with a pressing fixture, and a structural surface material is provided on the outer wall surface side of the remaining inter-column space (for example, a substantially central portion in the floor height direction). If the foamed synthetic resin plate is disposed flush with and fixed to the structure, the foamed synthetic resin plate (anti-seismic wall structure) has the anti-seismic performance in the same inter-column space, The most desirable structure in which the seismic performance of the structural face material (bearing wall structure) coexists and these effects are combined. It is possible to provide a Ranaru elastic load-bearing wall structure. (See Figure 19)
The elastic load-bearing wall structure of the present invention is an essential problem of a conventional load-bearing wall made of a plastic material (structural face material) (it is inferior in elastic deformation and restoration in the plate direction, and the fixing part is easily damaged). In addition to the inherent seismic performance of the load bearing wall, it has a wall structure that has been newly added with seismic control performance, so that it can realize highly secure, safe and highly durable issues for long-term excellent homes. It is expected to be used as an appropriate completely new wall structure.

  With regard to the seismic performance and the seismic performance of the above-described fastening method and fastening structure of the present invention, where the anti-seismic wall structure (including: elastic bearing wall structure) composed of the foamed synthetic resin plate is developed, Both of these performances are compounded and expressed at the same time in the event of an earthquake, so it is difficult to measure and describe each performance clearly. However, for example, in the stigma-type fixed in-plane shear test method (wall magnification measurement method), which is a static test method, the amount of load-bearing wall is a combined strength with the addition of earthquake resistance and vibration control ( Wall magnification) (e.g., wall magnification = 1, 0).

Furthermore, when the above-described static test method is used for repeated measurement of several orders (eg, positive / negative repeat test with an interlayer displacement angle of 1/30 rad), for example, in a load bearing wall structure made of a conventional structural face material, According to the following, the initial load bearing wall amount (eg, wall magnification = 1, 0) tends to decrease or lose for a while, but the anti-seismic wall structure (eg: wall magnification = 1, 0) of the present invention. ) Or an elastic bearing wall structure (for example, wall magnification = 1, 0), even in repeated tests, it is possible to maintain almost the same amount of bearing wall for each turn without showing a tendency to decrease. (Since expensive commercial vibration control devices show almost the same trend, some manufacturers indicate their anti-seismic performance as the amount of bearing wall or wall magnification.)
However, the amount of the load-bearing wall (wall) obtained by measuring the performance of the conventional load-bearing wall made of the structural face material and the performance of the anti-seismic wall structure or elastic load-bearing wall structure of the present invention by the static test method described above. (Magnification) is not the only thing that should be evaluated for their anti-seismic and seismic performance, but the vibration test method, which is a dynamic evaluation method (new energy method) that can measure and compare the performance more clearly, It is more desirable to evaluate and compare in more detail. In actual disasters, it is said that the performance of the dynamic evaluation method is more realistic and linearly reflected than the performance of the static test method.

For example, in the comparison by the dynamic evaluation method, 1) a conventional bearing wall (example: wall magnification = 1, 0) and 2) the seismic resistant wall structure or elastic bearing wall structure of the present invention (example: wall) If the comparison is made using the dynamic test method (based on the new energy method), the difference in dynamic behavior (deformation amount) between 1) and 2) The energy absorption characteristics that represent the effect of suppressing (damping) shaking and shock are obvious at a glance: 1) the earthquake resistance of the conventional bearing wall, and 2) the anti-seismic wall structure or elastic bearing wall structure of the present invention. It is expected that the difference from the anti-seismic and vibration-proofing characteristics will be proved more clearly (there is also a similar tendency in commercially available expensive vibration control devices, and some manufacturers clearly indicate this).

  Incidentally, an earthquake-resistant house consisting of earthquake-resistant grades 1 to 3 of the conventional bearing wall defined in the present invention is a full-scale earthquake test method (also called excitation evaluation method). It should be noted that there are many reports that the expected seismic performance could not be achieved, and that damage and damage occurred more than expected in the fixed parts of the fastening materials and structural face materials.

  Furthermore, using the fastening method and fastening structure of the present invention, various types of vibration control panels (long type vibration control panel, joint control panel, general purpose control panel) composed of a foamed synthetic resin plate and a vibration control frame. By adopting seismic panels (see Fig. 20, Fig. 21, Fig. 22), it is possible to replace conventional commercially available complex and expensive seismic control devices, and at low cost in existing renovations and newly built general homes. Highly reliable anti-seismic performance can be imparted.

It is an outside heat insulation house by the conventional method, Comprising: It is a construction elevation schematic diagram before suspending and fixing an outer wall material. (A) is a cross-sectional schematic diagram which shows the behavior with respect to the load (external force) in the fixing method of a conventional foaming synthetic resin board, and a fixing material. (B) is a cross-sectional schematic diagram which shows the behavior of another nail head omission by the fastening material with respect to a foamed synthetic resin board. It is a cross-sectional schematic diagram which shows the behavior of the compressive stress expressed with the fastening structure of this invention. (A)-(f) is a cross-sectional schematic diagram and the one-side cross-sectional schematic diagram which show the example of the pressing fixture used by this invention. (A)-(d) is a cross-sectional schematic diagram which shows another example of the pressing fixture of the various shapes used by this invention. (A) And (b) is a cross-sectional schematic diagram which shows the behavior of the compressive stress expressed by another example of use of the indentation fixing tool used by this invention. (A) is a partial cross-sectional schematic diagram which shows the example of the fastening structure which used the pressing fixture of this invention for the fastening surface of the ventilation trunk | rim edge. (B) is a partial cross-sectional schematic diagram which shows the example which provided the processus | protrusion for pressing in the fastening surface of the ventilation trunk edge used by this invention. (A)-(c) is a cross-sectional schematic diagram which shows the example of the various fastening structure of the ventilation trunk | drum edge in this invention. (A) And (b) is a schematic diagram which shows the behavior with respect to the load (external force) in the fastening structure of the conventional method. (C) is a schematic diagram which shows the behavior with respect to the load (external force) in the fixation structure of this invention. (A) is an elevation front schematic diagram showing a test case used for a mini-model experiment for simply measuring the fastening strength of the fastening structure of the conventional method. (B) is an elevational front schematic view showing a test case used in a mini-model experiment for simply measuring the fastening strength of the fastening structure of the present invention. (C) is a cross-sectional schematic diagram showing a fastening portion between the foamed synthetic resin plate body and the test casing in the conventional method of the test casing shown in FIG. 10 and each mini-model experiment of the present invention. (D) is an elevation schematic diagram showing a shaft assembly common to each test case when the mini model experiment of the conventional method and the present invention is performed. It is a partially notched perspective view showing the example of the embodiment of the outer wall surface which consists of an outer heat insulation structure of this invention. (A) is a partially cutaway perspective view showing another example of the embodiment of the outer wall surface comprising the outer heat insulating structure of the present invention. (B) is a cross-sectional schematic diagram showing a phase difference joint structure of a foamed synthetic resin plate. (A) is a construction plan view showing an embodiment of the building of the present invention in which the semi-rigid foam synthetic resin plate is used in part, before the ventilator edge is fastened. (B) is an enlarged cross-sectional schematic diagram of the protrusion corner part in (a). FIG. 3C is an enlarged schematic cross-sectional view of the corner portion in FIG. (A)-(d) are the states before fastening the ventilator edge, and show different embodiments of the outer heat insulating structure of the present invention using a semi-rigid foam synthetic resin plate part in part. It is an elevation schematic diagram. (A) is a partial front schematic diagram which shows the A arrow part of FIG.15 (b). (B) is a schematic cross-sectional view taken along the line B-B in (A). (C) is a CC cross-sectional schematic diagram of (A). (A) is a state before fastening the structural face material, and the semi-rigid foam synthetic resin plate having the fastening structure of the present invention and the deformable vibration control frame between the columns of the inner heat insulating structure It is a partial elevation schematic diagram which shows an example of the embodiment used in the space. (B) is an AA cross-sectional schematic diagram of (a). (A) is a state before fixing the structural face material, and is another embodiment of the embodiment in which the foamed synthetic resin plate body having the fixing structure of the present invention is used in the inter-column space of the inner heat insulating structure. It is a partial elevation schematic diagram showing an example. (B) is an AA cross-sectional schematic diagram of (a). (C) is a BB cross-sectional schematic diagram of (a). (D) is a cross-sectional schematic diagram which shows an example of the embodiment of a foaming synthetic resin board body with a pressing fixture. (A) attaches the foamed synthetic resin plate comprising the fastening structure of the present invention to the inner peripheral surface of the outer wall surface of the upper joint part and / or the lower joint part of the inter-column space of the building frame, and the remainder It is a partial elevation schematic diagram which shows an example of the embodiment of the elastic load-bearing wall structure which arrange | positions the structural surface material in the space between pillars. (B) is an AA cross-sectional schematic diagram of (a). (C) is a BB cross-sectional schematic diagram of (a). (A) is a front elevation schematic diagram which shows an example of the embodiment of the long seismic control panel which has the fixation structure of this invention. (B) is an AA cross-sectional schematic diagram of (a). (C) is the partial front schematic diagram of the long seismic control panel of this invention which shows the upper joint part of (a), and its vicinity. (A) is a front elevation schematic diagram showing an example of an embodiment of a joint damping panel and a general-purpose damping panel having a fastening structure of the present invention. (B) is the partial front schematic diagram of the joint damping control panel shown by the upper joint part of (a). (C) is an AA cross-sectional schematic diagram of (b). (D) is a front elevation schematic diagram of the general-purpose vibration control panel shown in the center of FIG. 21 (a). (E) is a BB partial section schematic diagram of Drawing 21 (a).

  In describing the present invention in an easy-to-understand manner, first, in comparison with the fastening structure of the foamed synthetic resin plate in the conventional method described above, the indentation force and compressive stress, etc. expressed in the fastening structure according to the present invention are described. A description will be given with reference to FIG. 3, which is a schematic cross-sectional view illustrating an example of a push-in fixture having a protruding portion that exhibits behavior.

  In FIG. 3, the push fixture 5 having a projection used in the present invention has a convex projection 5 a whose diameter decreases in the direction of the structural housing 4, and penetrates the approximate center of the push fixture 5. For example, a special screw nail 2, which is a fastening material, is passed through the through-hole 5 d and screwed to the structural housing 4 via the foamed synthetic resin plate 1. If it does so, a part or all of projection part 5a of indentation fixture 5 will be buried in a foaming synthetic resin board.

  At this time, the projecting portion 5a of the push-in fixing tool 5 to be screwed is pushed into the foamed synthetic resin plate pair and resists the high pressing force 32 generated when the foamed synthetic resin plate is buried. The outer peripheral portion of the base end portion 5b of the push-in fixture 5 shown in the drawing has an area (base) of the push-in fixture 5 with a gentle retraction stress curved surface 36 as it is pushed and pressed. An effective pressing area 35 enlarged from the flat area of the end 5b is formed. In conjunction with this, in the thickness direction, a pressed resin region 30 and a compressive stress dispersion region 31 having a substantially conical column shape are formed in an enlarged shape toward the periphery.

  The large stress expressed with the formation of the effective pressing area 35, the pressing resin region 30, and the compressive stress dispersion region 31, that is, the pressing and fixing tool 5 is used to firmly fix the foamed synthetic resin plate to the structural housing. The compressive stress distribution region 31 that is substantially equivalent to the applied force (or pressing force) and has a conical columnar shape generates various deformation forces, vibration energy, and the like from a multi-dimensional direction transmitted from the structural housing side or the exterior wall constituent material side. It acts as an absorption area to be absorbed and restored, and a restoration area, and also functions as a transmission area that is enlarged and transmitted in the direction of the plate surface of the plate.

  In particular, this tendency is remarkable in the semi-rigid foam synthetic resin plate. Although it depends on the resin type, expansion ratio, thickness, shape of the push fixture, etc., it is easy to form a greatly expanded effective press area 35 with respect to the outer diameter area (base end flat area) of the push fixture 5. It is. For example, if the height of the protrusion 5a of the push fixture having a base end 5b having a certain outer diameter is lowered and the shape thereof is devised as will be described later, a large burden (local compression or compression) is applied to the fastening portion. The effective pressing area 35 that is greatly enlarged is developed without applying a creep phenomenon. As a result, a very large compressive stress dispersion region 31 is formed, and the required large fastening force can be easily obtained.

  In the present invention, the expression of using the push-in fixing tool 5 and screwing in with a fastening material is used to push the protrusion 5a of the push-in fixing tool 5 into the foamed synthetic resin plate and be buried. This means that a large compressive stress dispersion region 31 is formed, and exhibits various effects such as elastic deformation and elastic recovery against external force and vibration.

  The behavior when the push-in fixture 5 of the present invention is used can be generally listed in the following (1) to (7). Further, a ventilation cylinder edge 14a with a pushing projection provided with a pushing fixture 5 and a pushing projection 3 'on the fastening surface side of the ventilation cylinder edge shown in FIG. 7 to be described later, and a fastening cross section of the ventilation cylinder edge shown in FIG. Examples of structure, push-in auxiliary projection 3 shown in FIGS. 12 and 13, foamed synthetic resin plate with push-in fixture shown in FIGS. 18 and 19, and one opposed push-in fixture shown in FIGS. 20, 21, and 22. The fastening cross-sectional structure using 5 generally shows a similar behavior.

  (1): A concave portion (hereinafter simply referred to as a foamed synthetic resin plate body) formed in contact with a protrusion 5a having a convex surface area larger than the plane area of the indentation fixture 5 and pressed and compressed into a concave shape. A pressing resin region 30 that generates a high compressive stress by viscoelasticity and tensile strength against the pressing force 32 that is substantially perpendicular to the surface of the concave portion 29 is formed on the periphery of the concave portion 29).

  (2): The protrusion 5a of the indentation fixture 5 has a curved surface and / or plane smaller than 90 degrees, and the foamed synthetic resin plate 1 at the peripheral interface of the indentation fixture 5 is not locally compressed or damaged. A foamed synthetic resin plate that forms a gentle pulling stress curved surface 36 and has an effective pressing area 35 larger than the area of the base end portion 5b of the pressing fixture, and is substantially perpendicular to the surface of the recess 29 in the cross-sectional direction of the recess 29. A compression force (hereinafter also referred to as a pressing force 32) indicated by an arrow that pushes the body 1 is applied. As a result, the pressing force 32 of the pressing resin region 30 further draws the viscoelastic force inherent to the foamed resin, and the stress generated approximately proportionally to the pressing force 32 and the external force (vibration and deformation force) is centered on the fastening portion. The area of dispersion and absorption (compression, deformation, impact energy absorption area) increases. In the present invention, in order to conceptually simplify the region in which the compressive stress is dispersed, that is, the region in which the compression energy, deformation energy, impact energy, and the like are absorbed, the following is simply referred to as a compressive stress dispersion region 31.

  However, the compressive stress dispersion region 31 is not supported by academic and theoretical means, but is intended to make the present invention easier to understand. Strictly speaking, the effective pressing area 35, the pressing resin region 30, and the compressive stress dispersion region 31 cannot be clearly drawn, but they are classified in order to explain how force is transmitted. Furthermore, when an external force or vibration in a direction substantially parallel to the foamed synthetic resin plate body is applied to the pressing resin region 30 and the compressive stress dispersion region 31 formed with the recess 29 via the pressing fixture 5 and the special screw nail 2, On the contrary, the resin content of the cross-sectional volume of the pressing resin region 30 and the compressive stress distribution region 31 newly increases the compressive stress distribution region 31 in a substantially parallel direction, absorbs the external force and vibration, and approximately the vicinity of the pressing fixture 5. It is possible to suppress the local compression and the compression creep phenomenon in the parallel direction.

  In order to exert the effects of the present invention, preferable conditions required for the indentation fixture 5 and the foamed synthetic resin plate 1 are 1) the indentation fixtures are independent indentation fixtures, The outer diameter is desirably at least 20 mmΦ or more. Although the evaluation will be described later, the protruding portion has a shape that does not cause local compression on the foamed synthetic resin plate, and it is necessary to generate an enlarged effective pressing area 35.

  2) The thickness of the foamed synthetic resin plate is basically the thickness of the heat insulating material by district (1-5 districts) of the Energy Conservation Law, but at least 25 mm or more, more preferably 30 mm or more, more preferably 35 mm or more. If the thickness is small, formation of the pressure resin region 30 and the compressive stress dispersion region 31 is insufficient, and a predetermined fastening strength and a vibration control effect (absorption of external force and vibration energy) cannot be obtained. 3) A rigid foam synthetic resin plate (especially foamed urethane or foamed phenol) may have a surface reinforcing material spread and integrated on at least one side, preferably both sides, in order to cover viscoelasticity and tensile strength. desirable.

  In addition, when a simple flat plate washer or the like is used for pushing, a vertical compressive stress corresponding to the flat area of the washer is generated. And since the corner | angular part of the outer periphery of a washer is about 90 degree | times, in the foamed synthetic resin board body compressed locally, a shear and a crack (local breakage) generate | occur | produced along the outer periphery of a substantially pressing part, and the damage Increases over time, and the compression creep phenomenon is promoted. For this reason, in the washer or the like, the amount of dispersion of the compressive stress is small, and there is almost no generation of the press resin region 30 as occurs in the push-in fixture 5 having the projection 5a of the present invention, and the increase in the compressive stress dispersion region 31 is greatly reduced. Is done. That is, although there is a difference that the diameter is somewhat larger than that of the nail head due to the presence of the washer, the phenomenon of local destruction similar to FIGS. Further, with respect to the external force in the substantially parallel direction of the washer, the washer cannot be expected to form the pressing resin region 30 and the compressive stress dispersion region 31 as generated by the pressing fixture 5 of the present invention. This causes local compression (enlargement) and local destruction (breaking) of the through hole (nail hole) of the special screw nail 2. Therefore, it cannot be a solution to the problem of the current outer heat insulation fastening structure, which has the disadvantage that the external force in the direction substantially parallel to the foamed synthetic resin plate and the resistance to vibration are particularly weak.

  In addition to using the indentation fixture 5 having the protrusions 5a described above, the rubber-like elastic plate 20 is stacked on the foamed synthetic resin plate 1 having the surface reinforcing material 1a shown in FIGS. Furthermore, there is an embodiment using a push-in fixture 21 having no protrusion, the size of which is the same as or smaller than that of the rubber-like elastic plate 20. From the approximate center of the push-in fixture 21, it is screwed into the structural housing 4 using a special screw nail 2 as a fastening material that penetrates the rubber-like elastic plate 20 and the foamed synthetic resin plate 1. Then, as shown in FIGS. 6B and 6B, at least a part of the rubber-like elastic plate 20 is pushed into the foamed synthetic resin plate 1 together with the push-in fixture 21 and buried. In this case, even if the corner of the outer periphery of the push fixture 21 having no protrusion is approximately 90 degrees, the rubber is the same as or larger than the size of the push fixture 21 having no protrusion. The elastic elastic plate 20 covers the corners of the outer periphery of the pressing fixture 21 and does not form an acute angle. Therefore, the rubber-like elastic plate does not cause local breakage in the same manner as the pressing fixture 5 having the protrusions 5a. Together with the elastic effect of the body 20, the following advantageous effects are exhibited.

  That is, also in the embodiment of FIG. 6B using the push fixture 21 having no projection, the foamed synthetic resin plate 1 is pushed by the fastening fixture 21 and the push fixture 21 having no projection. The recess 29 formed in this way generates a pressing force 32 and forms a pressing resin region 30 and a compressive stress dispersion region 31. Therefore, the push-in fixture 21 having no projection also has an effect similar to that of the push-in fixture 5 having a projection. FIGS. 6A and 6A are examples in which a rubber-like elastic plate 20 is stacked on the foamed synthetic resin plate 1 and a pressing fixture 5 having a protruding portion 5a thereon is used. FIG. 6A and FIG. 6B show a state of screwing into the structural housing 4 using the special screw nail 2 (an example of the shape of the uneven portion 2d for elastic restoration is shown in the nail body 2b) as an example. . A viscous adhesive can be applied between the rubber-like elastic plate 20 and the foamed synthetic resin plate 1 illustrated in FIGS. 6A and 6B (not shown). The embodiment is more desirable because it improves workability and fastening strength. Further, as in the case where an adhesive is used between the rubber-like elastic plate 20 and the foamed synthetic resin plate 1, an adhesive is appropriately employed between the pressing fixture 5 and the rubber-like elastic plate 20. I can do it.

  (3): The compressive stress in the compressive stress dispersion region 31 having a large effective pressing area 35 and a large volume generated in (1) and (2) is the pressure contact force between the foamed synthetic resin plate 1 and the structural housing 4 It works effectively as a fastening force and frictional force. The effect is that local compression and local breakage of the foamed synthetic resin plate body 1 are prevented at the fastening portion formed by fastening the push fixture 5 to the structural housing 4 with the special screw nail 2 or the like. 4 and the ventilating body edge 14 and the foamed synthetic resin plate body 1 are prevented from being displaced, slipped, etc., so that the positive and negative deformation and restoration of the structural housing 4 due to external forces and vibrations etc. The foamed synthetic resin plate 1 can follow and integrate skillfully and can be elastically deformed and elastically restored.

  (4): Multi-dimensions in which (1), (2), and (3) act in a complex manner and work on a number of fastening parts using a number of pressing fixtures 5 for each of the foamed synthetic resin plates 1 A large external force or vibration is transmitted as it is from the compressive stress distribution region 31 formed for each fastening part to the whole plate surface direction of the foamed synthetic resin plate body 1, and is elastically deformed and absorbed by following the structural housing 4. Is done.

  (5): Due to the effects of the pressure resin region 30 and the compressive stress dispersion region 31 formed around the recess 29, the nail head omission and the expansion and tearing of the nail hole which are generated by a conventional external force in a substantially vertical direction or a substantially parallel direction. The large and small multi-dimensional external forces and vibrations transmitted from the structural housing 4 side and the outer wall material 17 side are transmitted to the entire inside of the foamed synthetic resin plate 1 based on the fastening portion. Dispersed and integrated with the deformation and twisting of the structural housing 4, and the entire foamed synthetic resin plate body 1 is elastically deformed gently, so that it is absorbed and damped. To demonstrate multi-dimensional resilience. In this way, seismic and damping mechanisms are formed.

  (6): As described above, the fastening method and fastening structure of the present invention using the indentation fixture 5 having the protrusions are the buffering properties (compression, impact energy absorption, Restoration), viscoelasticity (flexibility), stress dispersibility (compressive stress expansion dispersibility centered in the thickness direction), etc. can be utilized to the maximum, and light, soft and concentrated load (local compression) It is weak against damage and is susceptible to local damage (chips, cracks, severe breaks, depressions, buckling), and is inherently mechanically effective. The problems of earthquake resistance, vibration control and durability can be overcome.

  (7): Another purpose different from the purpose and effect of forming the concave portion 29 with the push-in fixture 5 according to (1) to (6) is fixed to each foamed synthetic resin plate 1. When a large number of push fixtures 5 are subjected to external forces or vibrations from multidimensional directions, the cross-sectional structures of the push fixtures 5 and the recesses 29 are substantially spherical or substantially conical, so that they can slide. It is easy to absorb external force from multi-dimensional directions. Furthermore, a slight gap or misalignment may occur between the protrusions 5a and the recesses 29 due to individual movements, shaking, vibration, ups and downs, etc. of the individual fastening parts in substantially vertical and substantially parallel directions, or the protrusions 5a. Even if a slight rise occurs from the bottom surface of the recess 29, the fastening effect is maintained unless the individual protrusions 5a jump out or disengage, and if the external force or shaking ends, It is easy to return to the fixed point consisting of a substantially conical sliding structure, and it is possible to continue to exert its effects even against several moderate earthquakes that are predicted to be damaged over time. is there.

  Moreover, the embedment depth 34 of the push fixture shown in FIG. 3 indicates the depth at which a part or all of the push fixture is pushed into the foamed synthetic resin plate and buried.

  As described above, the structural casing 4 and the foamed synthetic resin plate are integrated with high pressure contact force, fastening force, and frictional force, and the fastening portion of the foamed synthetic resin plate and the whole of the plate are elastically deformed. In the fastening structure of the present invention to be restored, the foamed synthetic resin plate 1 functions as a mother body that absorbs (damps), accumulates and restores external forces and deformation forces such as seismic energy. This is because the conventional damping damper converts the seismic energy into frictional heat, while the foamed synthetic resin plate 1 has the cushioning, viscoelasticity and tensile strength that once absorbed the compression and deformation energy. It can be activated, complements the seismic strength and deformation resilience possessed by the structural frame 4 and enhances the synergistic effect, minimizing the damage of the building frame 50, such as suppressing or damaging the earthquake. It becomes possible to work as an action.

  In other words, the foamed synthetic resin plate 1 is firmly fixed to the structural frame with the indentation fixture, so that the entire wall surface has not only heat insulation performance, but also as a buffer / absorption base material for deformation, compression and impact energy due to seismic energy. Furthermore, the foamed synthetic resin plate itself that functions as the restoration matrix itself functions as a composite material (damping material) that has both heat insulation, earthquake resistance, and vibration control properties. This means that the wall surface of the outer insulation itself can be a proof / damping wall. Further, as another effect that the foamed synthetic resin plate 1 is firmly attached to the surface of the structural housing 4 and pressed and fixed, the bearing wall (structural surface material 15) provided in the structural housing 4 and braces Nail head drop phenomenon that occurs when the seismic hardware is subjected to a large displacement of about 1/30 rad between the interlayer displacements, fracture separation of the nail, tearing and peeling phenomenon of the fastening part of the structural face material, It is expected to exhibit a protector-like function that secondarily protects and suppresses the detachment of the shaft assembly part, and is expected to contribute to the suppression of seismic deterioration, damage, and breakage of the structural housing 4.

  The absorption and restoration behavior of seismic energy accompanied by deformation and vibration acting on the wall surface of the outer heat insulation composed of the fixed structure of the foamed synthetic resin plate 1 is combined with the seismic strength of the structural frame 4 itself, and it is 3 The three major functions of earthquake resistance (support), damping, and restoration, which are said to be major elemental technologies, can be expressed in the building frame 50. In other words, the foamed synthetic resin plate 1 is selected from the type of synthetic resin, the required heat insulation performance, the thickness of the foamed synthetic resin plate, the presence / absence of a surface reinforcing material, the outer diameter size and shape of the pressing fixture, the fastening location, the quantity, and the like. -The design can provide a highly durable building structure such as an extremely good anti-seismic and non-seismic insulated house.

  Further, the semi-rigid foam synthetic resin plate 1s having a high buffering property is provided on a wall surface in the vicinity of a ventilator edge 14a with a push-in projection of the present invention, which will be described later, or a shaft assembly portion (joint portion) where external force and deformation tend to concentrate. Alternatively, a shock-proof and heat-resistant outer heat insulating structure in which a shock absorbing plate body such as a rubber-like elastic plate body 20 is disposed and a hard foam synthetic resin plate body 1r is disposed on the remaining wall surface, and also an external force in an inner heat insulating house Semi-rigid foam synthesis via a seismic control frame around the wall of the inter-column space (upper and lower joints), where all of the walls are prone to deformation and deformation, and all wall surfaces such as the protruding corners and entrance corners, and partition walls It is possible to provide an anti-seismic and anti-seismic heat insulating structure in which a buffer plate such as the resin plate 1s is disposed and fastened.

Furthermore, as an alternative to the above-mentioned seismic control frame body, a fitting groove having a depth for disposing a foamed synthetic resin plate body on the inner peripheral surface of one inter-column space composed of columns, inter-columns, beams, foundations, etc. is pre-cut in advance. If it is sculpted at the factory, it is not necessary to install a new vibration control frame at the site. A structure is possible. (See Figure 18)
Furthermore, a fitting groove (or a depth) that allows the foamed synthetic resin plate body to be protruded by the thickness dimension of the structural face material in the upper joint portion and / or the lower joint portion of the space between the columns, or the like. , The vibration control frame body) is engraved, and after the foamed synthetic resin plate is disposed, the foamed synthetic resin plate is fastened with a pressing fixture, and the fastening portion of the foamed synthetic resin plate is removed. In the remaining inter-column space, a structural face material, which is a load-bearing wall material, is connected to the foamed synthetic resin plate in the same or non-connected manner, thereby providing resistance and vibration control within the space between the columns. The coexistence of a foamed synthetic resin plate body with structural properties and a structural face material with earthquake resistance allows the respective characteristics of both to be combined and exhibit extremely excellent anti-seismic performance It is possible to provide an elastic bearing wall structure having a completely new structure. (See Figure 19)
By adopting the above elastic bearing wall structure, the foamed synthetic resin plate body can be stably and withstand vibration and vibration for a long period of time in the upper and / or lower joints where deformation, shaking and damage are severe. Demonstrates performance and can greatly attenuate and suppress deformation and shaking of the house. On the other hand, in the almost central part of the inter-column space where there is little deformation or shaking, the conventional bearing wall in which the structural wall material itself is easily damaged or damaged while the structural wall material is seismic resistant. The effect of greatly reducing the problem is also demonstrated. For this reason, seismic resistance is maintained over a long period of time, and the durability and safety of the entire structural frame are improved. It is expected to exhibit stable and anti-seismic performance and durability.

  A foamed synthetic resin plate with seismic performance and vibration control performance and a structural face material, which is a conventional load-bearing wall material, are combined in a single wall (space between one column) as appropriate in a suitable location and shared. The elastic load-bearing wall structure thus formed can be widely applied regardless of whether the house has an outer heat insulating structure or an inner heat insulating structure, or a wooden or steel house. This elastic load-bearing wall structure is based on a new theory that is different from the structural theory of a seismic-resistant house that has been introduced and added to various conventional seismic-resisting houses. It provides a structure, which is low in cost and excellent in workability, durability, and reformability, and can provide the most desirable wall structure for a long-term excellent house. As the foamed synthetic resin plate used for the elastic bearing wall structure, a buffer plate made of a semi-rigid foamed synthetic resin plate or the like is particularly desirable, but is not particularly limited.

  In addition, the seismic control panel 40, which will be described later, and a conventional seismic structure composed of bearing walls, braces, seismic hardware, etc., used in the conventional structural frame, are combined and combined at appropriate locations. Therefore, it is possible to achieve a highly durable building structure such as an optimized anti-seismic and non-seismic insulated house. In the fastening structure comprising the push-in fixture of the present invention, a screwed fastening structure such as a special screw nail is desirable, and by screwing, it is excellent in fastening strength, durability and detachability, and excellent in long term. It also has excellent maintainability such as heat insulation reform and anti-seismic and seismic reform in the house.

  The above-described mechanisms and functions of earthquake resistance and damping of the present invention include hypotheses that can be estimated from these in addition to the effects that have been implemented and confirmed at present. In the future, in addition to the elastic deformation / elastic recovery test and vibration test using a prototype model that is closer to practical use, and the local fracture test and secular deterioration test of the fastening part, the static test method using the full-scale model specified by regulations This is a dynamic evaluation method that considers earthquakes newly introduced into the Building Standards Act as seismic energy and evaluates earthquake resistance with the required energy absorption amount of the building frame. By conducting an earthquake test using a full-scale model based on the “seismic design method based on energy balance” (also called the new energy method), the effect will be proved more reliably and theoretical elucidation will also progress. Seem. However, it is a matter of course that the present invention is not limited to the description including the hypothesis already described in the present application. In addition, the descriptions including hypotheses and inferences described in the present invention are intentionally written in order to explain the present invention in an easy-to-understand manner, so even if they have errors or misunderstandings, This does not detract from the value of the present invention.

  The structural frame in the present invention is a general term for a basic skeleton part that forms a building frame composed of a roof, a wall surface, a floor, a ceiling, an opening, a foundation, and the like of a structure such as a building and a frame part that supports the strength. . For example, the wall surface is composed of structural materials such as foundations, horizontal members, columns and studs, and structural materials such as struts and interior materials (plaster boards), and the roof and ceiling are made of girders, purlins, rafters, It consists of lower ground material and other frames and reinforcements. The structural frame in the present invention is used as a concept including a building frame. Therefore, it may be called a building frame instead of a structural frame. In the present invention, when describing the dimensions of the inter-column space or the like, the scale module may be used as the basis.

  In the present invention, the load-bearing wall refers to a load-bearing wall made of a structural face material, which is a plastic material that has been most commonly employed.

  In the present invention, the exterior wall constituting material is 1) In the outer heat insulating structure, a foamed synthetic resin plate is disposed on the outer wall surface side of the structural housing, and is fixed by the pressing fixture of the present invention. A component disposed on a surface. Specifically, it is a collective term for moisture permeable waterproof sheets, ventilating rims, outer wall materials (siding, etc.), and the like.

  2) In the inner heat insulating structure, a foamed synthetic resin plate is disposed in a vibration control frame or fitting groove provided on a predetermined inner peripheral surface of the inter-column space, and is fixed by the pressing fixture of the present invention. It refers to a constituent material that is disposed and fixed on the outer peripheral surface of the structural housing after filling with a heat insulating material (such as a fiber-based heat insulating material or a foamed synthetic resin plate) according to specifications. Specifically, it is a collective term for structural face materials (bearing wall materials), moisture-permeable waterproof sheets, ventilating rims, outer wall materials (siding, etc.), and the like.

  3) The inner heat insulating structure in 2) is slightly different from the inner heat insulating structure. Further, waterproof paper, lath net, mortar material, and the like of a construction method in which waterproof paper and a lath net are provided and exterior finishing is performed with a mortar material or the like are also exterior wall constituent materials.

  The push-in fixture of the present invention desirably has a through-hole through which the fastening material penetrates at substantially the center thereof, and the fastening material passes through the through-hole of the push-in fixture and the foamed synthetic resin plate. Screwed into the housing. In the case of a push-in fixture that does not have a through hole at the approximate center of the push-in fixture, drill the approximate center of the push-in fixture with a fastening material and penetrate it with the foamed synthetic resin plate to stop screwing into the structural housing. Put on.

  By screwing in this way, a part or all of the indentation fixture is buried in the foamed synthetic resin plate, and plays a role of applying stress by dispersing the stress in the foamed synthetic resin plate. In addition, the push fixture includes a push fixture having a projection and a push fixture having no projection. The push-in fixture having a protrusion has a convex protrusion whose diameter decreases in the direction of the structural housing.

  Then, a part or all of the protrusions of the indentation fixture, or all of the indentation fixtures are buried in the foamed synthetic resin plate, and a pressure is applied to the foamed synthetic resin plate to structure the foamed synthetic resin plate. Strongly attached to the frame.

  On the other hand, when viewed in terms of the fastening force due to the combination of the indentation fixture and the foamed synthetic resin plate (resin type, foaming magnification and thickness), 1) When using the rigid foamed synthetic resin plate 1r Since the viscoelasticity and the tensile strength are relatively small, the base end portion 5b having a relatively large diameter is made flush with the surface of the plate 1r by using a pressing fixture having a low protrusion height 5a. In order to achieve good fastening, it is desirable to screw, press and bury them using a fastening material. Incidentally, the expansion ratio of the hard foam synthetic resin plate 1r is preferably about 20 to 80 times.

  2) On the other hand, the semi-rigid foam synthetic resin plate body 1s having high viscoelasticity and tensile strength is mainly employed in places where a large external force, vibration, etc. are generated (such as a joint portion). It is preferable to select a low-magnification foamed product (eg, 15 to 60 times). Therefore, it is easy to obtain a large effective pressing area 35, a pressing resin region 30, a compressive stress dispersion region 31 and the like around the outer peripheral portion of the pressing fixture, and even if the base end portion 5b has a small outer diameter, or a protruding portion Even if the height of 5a is low, or even if the depth of burial is small, a large fastening force tends to be obtained. For example, a semi-rigid foam synthetic resin plate (eg, bead-method foamed polypropylene, 20-fold foamed product, thickness) using an excessively large indentation fixture (eg: outer diameter 50 mmΦ, protrusion 5a height 30 mmH, substantially semispherical) 45 mm), the projection 5a was pushed to the same plane, and it was attempted to be buried and screwed. However, an excessive effective pressing area 35, a pressing resin region 30, and a compressive stress dispersion region 31 were formed. Stress (reaction force) is generated, and the screwed portion of the structural housing is damaged and cannot be fixed.

  When a semi-rigid foam synthetic resin plate is used, the following measures are taken to obtain a predetermined fastening force using such characteristics and to improve the workability of fastening of the push-in fixture. It is desirable. That is, 1) The pressing fixture for the semi-rigid foam synthetic resin plate can obtain the necessary fastening force by reducing the projection height 5a with respect to the outer diameter and shortening the distance until it is flush with the surface. How to select the shape.

  2) When molding a semi-rigid foam synthetic resin plate by in-mold molding or the like, a mounting recess 1w is previously formed in the fastening portion, and a part of the pressing fixture is placed in the mounting recess 1w. A foamed synthetic resin plate 1u with a push-in fixture that is protruded to the fastening surface side and temporarily attached is formed. This foamed synthetic resin plate 1u with a push-in fixture is disposed on site, and the temporarily-installed push-in fixture may be fastened to the same buried depth (FIGS. 18D and 18B). ) And (c)). 3) Other than the above, the method is not particularly limited as long as it is excellent in workability and can provide a necessary fastening force, and may be appropriately selected and implemented.

  The effective pressing area 35 referred to in the present invention can be explained by taking a semi-rigid foam synthetic resin plate (for example, foamed polyethylene, foaming ratio 30 times thickness 30 mmH, trade name Eperan) as an example. Diameter 35 mmΦ protrusion height 10 mmH, disk-shaped) is flushed to the fastening surface and fastened, the push fixture is pushed into the semi-rigid foam synthetic resin plate and The effective pressing area 35 is enlarged around the outer peripheral portion of the pressing fixture with a visibly pulling stress curved surface 36 visible in the vicinity of the pressing fixture, due to the viscoelasticity and tensile strength of the plate. Thus, the phenomenon that is formed occurs (see FIG. 3).

  Although the boundary line of the outer periphery of the effective pressing area 35 including the pulling stress curved surface 36 cannot be specified strictly, in this experimental example, the effective pressing area 35 having an outer diameter of about 55 mmΦ is approximately (about 2 of the pressing fixture). In the thickness direction of the plate body, the pressing resin region 30 and the compressive stress dispersion region 31 are enlarged and formed starting from the effective pressing area 35 (these are: This can be confirmed by cutting the fastening portion and visually observing the cross section and observing the compression cross section structure and the like).

  That is, when fastened with a pressing fixture having an outer diameter of 35 mmΦ, the pressing force acting on the actual fastening portion is logically high consisting of the effective pressing area 35 (corresponding to an outer diameter of about 55 mmΦ). A high fastening force substantially equal to the fastening with pressing force is obtained. Furthermore, another advantage that the effective pressing area 35 is enlarged and formed is that a press resin region 30 and a compressive stress dispersion region 31 are formed which are enlarged and formed substantially proportionally in the thickness direction of the effective pressing area 35. As a result, the effect of dispersing local compression and suppressing the compression creep phenomenon is exhibited.

  These push fixtures and / or projections are made of metal, wood, hard plastic, hard elastic body, etc., and are made of a material that can be embedded in the foam synthetic resin plate and apply pressure to the foam synthetic resin plate. Is done. In particular, those that can withstand the pressing force for many years and do not deform as much as possible are preferable. Most preferred are materials such as metal, wood and hard plastic. Although it is preferable from the surface of cost that a pushing fixture and a projection part are the same materials, it does not restrict | limit at all that it is a different material. Since the peripheral edge and the protrusion of the proximal end portion of the indentation fixture have a curved surface and / or plane smaller than 90 degrees with respect to the proximal end portion of the indentation fixture, the indentation force is stressed in the indentation direction. It can be buried while being dispersed. Otherwise, a concentrated load is applied to the foamed synthetic resin plate, causing local compression and local breakage, and the object of the present invention is not achieved. However, an exception is the case where a pressing fixture that does not have a protruding portion, which will be described later, is used in combination with a rubber-like elastic plate.

  Further, the semi-rigid foam synthetic resin plate 1s having high buffering properties and flexibility is less likely to cause a shear phenomenon at the fastening portion (pressed resin region portion) than the hard foam synthetic resin plate 1r, and will be described later. As a method for improving the fastening force per place with a vibration control panel or the like, for example, a gentle recess 5q can be provided at an appropriate position on the outer peripheral surface of the protrusion 5a of the push-in fixture 5 to improve the fastening force. (See FIG. 4 (f)).

  On the other hand, indentation fixtures that do not have protrusions have a shape generally called a washer, but in the present invention, the indentation fixtures that do not have projections are not used by directly contacting the foamed synthetic resin plate. . It is necessary to interpose a rubber-like elastic plate between the push fixture having no protrusion and the foamed synthetic resin plate. Further, the size of the rubber-like elastic plate body needs to be approximately the same as or larger than the size of the push-in fixture having no protrusion. In this state, the fastening material passes through the rubber-like elastic plate body and the foamed synthetic resin plate body and is screwed into the structural housing from the through hole of the pressing fixture having no protrusion. In this way, a part or all of the pressing fixture having no projection is buried in the foamed synthetic resin plate together with the rubber-like elastic plate, thereby applying a pressing force to the foamed synthetic resin plate. Even if the periphery of the indentation fixture that does not have a projection has a curved surface and / or a plane of 90 degrees with respect to the surface of the indentation fixture that does not have the projection, there is a rubber-like elastic plate. Therefore, the curved surface and / or the flat surface is covered with the rubber-like elastic plate body, so that local destruction due to concentrated load does not occur. The push fixture without projections can be made of the same material as the push fixture with projections, and it should be able to withstand the applied pressing force and not be deformed into a curved shape by the pressing force as much as possible. It is desirable that the amount of deformation (curved height) at the time is equal to or less than the height of the protrusion of the push-in fixture having a protrusion described later.

  In order for the indentation fixture and the indentation fixture that does not have a protrusion to prevent local compression on the foamed synthetic resin plate and apply a good pressing force, the size of the base end of the indentation fixture, that is, the diameter Is not generally discussed because of the relationship between the resin type of the foamed synthetic resin plate, the foaming ratio, the thickness, the presence or absence of a surface reinforcing material, the height of the protrusion, the amount of formation of the effective pressing area 35, etc. In the case of a plate body, the outer diameter is preferably about 2/3 or more of the thickness of the heat insulating material, and if it is less than 2/3, the effective pressing area and the indentation resin region described above that are important for achieving the present invention are used. From the viewpoint of workability, it is generally less than 20 mmΦ for a rigid foam synthetic resin plate and 15 mmΦ for a semi-rigid foam synthetic resin plate. desirable.

  This is because, for example, in the case of a hard foam synthetic resin plate, a commercially available extrusion method / polystyrene foam (Kanelite foam, expansion ratio: 30 times, 30 mm thickness, generally used as an external heat insulating material, manufactured by Kaneka Corporation) , Product name), and the height of the spherical protrusion is 10 mm, and the outer diameter of the base end is 15 mmΦ (heat insulating material thickness × 1/2), 20 mmΦ (heat insulating material thickness) × 2/3) and 30 mmΦ (insulation material thickness × 1/1) of three types of indentation fixtures are prepared, and a fastening test is carried out in which they are pushed into the fastening surface of the foamed synthetic resin plate and buried. As a result of the implementation, when the outer diameter was 15 mmΦ, shear damage due to local compression occurred on the fastening surface, and cracks were also confirmed on the buried surface, and the elastic restoring property was easily lost. In the case of 20 mmφ, a slight damage was observed on the fastening surface, but there was no abnormality in the buried surface, and practically elastic resilience was almost confirmed, which was a preferable result. Those with 30 mmΦ were more preferable because there were no abnormalities on both the fastening surface and the buried surface.

  Furthermore, when this heat insulating material having a thickness of 45 mm was used for this confirmation test, the outer diameter was 22.5 mmΦ (heat insulating material thickness × 1/2), the outer diameter was 30 mmΦ (heat insulating material thickness × 2/3), and the outer diameter was 45 mmΦ. The same results were obtained in the fastening test conducted with three types of (heat insulating material thickness x 1/1). This is considered to be a function of a correlation factor between the thickness of the heat insulating material and the outer diameter of the indentation fixture.For example, with a small outer diameter of about 1/2 of the heat insulating material thickness, before the desired elastic deformation, Since it is judged that shear flaws are likely to occur due to local compression, in the case of a hard foam synthetic resin plate, an outer diameter of approximately 2/3 or more of the heat insulating material thickness is desirable.

  However, in the case of a semi-rigid foam synthetic resin plate excellent in flexibility, for example, a bead method / foamed polyethylene (Eperan, expansion ratio 30 times, 30 thickness, no surface reinforcement, trade name of Kaneka Corporation) is used. In that case, three types of indentation fixtures of 15 mmΦ (heat insulation thickness × 1/2), 20 mmΦ (heat insulation thickness × 2/3), and 30 mmΦ (heat insulation thickness × 1/1) were used. As a result of performing the test, it can be seen that no problem occurs in any case, and that the outer diameter of the heat insulating material is preferably 1/2 or more. Therefore, the preferable size, that is, the diameter of the base end portion of the indentation fixture may change depending on the type and thickness of the foamed synthetic resin to be used, the shape of the indentation fixture, the formation state of the effective pressing area 35, and the like. For this reason, it is difficult to specify in general, but 20 mmΦ or more is desirable.

  Further, the planar shape of the base end portion 5b of these push-in fixtures does not necessarily have to be a perfect circle shape. There is no particular limitation as long as it has a shape that does not cause local compression at the peripheral edge of the foamed resin and exerts an effective pressing force on the foamed synthetic resin plate.

  The purpose of the push-in fixture and its fastening structure of the present invention is to provide various movements and forces such as deformation, distortion, contraction, expansion, etc. of various structural bodies caused by daily temperature, humidity difference and external force transmitted from the structural body. Is absorbed in the large compressive stress dispersion region formed by the indentation fixture and its fastening part, and the foamed synthetic resin plate that has occurred at the fastening part made of conventional round nails and screw nails is not , Lifting and the like can be suppressed and prevented. Furthermore, the deformation and the seismic width of the structural frame caused by a sudden typhoon, a large external force or an earthquake during an earthquake can be absorbed in the compressive stress dispersion region of the fastening portion. On the other hand, the large deformation force or vibration of the remaining structural frame exceeding the absorbed amount follows the deformation of the structural frame based on the compressive stress dispersion region of the fastening part, and the entire surface of the foamed synthetic resin plate surface. It is transmitted in the direction, and the entire foamed synthetic resin plate is elastically deformed and elastically restored. In this way, the foamed synthetic resin plate body can be elastically deformed to follow and integrate and withstand repeated deformation and seismic amplitude, so that the structural housing and the foamed synthetic resin plate body have an integrated structure, and the structural housing has The seismic resistance and the damping property (buffering property) of the foamed synthetic resin plate are combined, and the seismic effect and the damping effect are synergistically expressed only by the present invention.

  As a push fixture for realizing the present invention, there is a push fixture 5 'with a fixed leg portion in which a fixed leg portion for reinforcement is attached to the push fixture 5 and the push fixture 5. In addition, there is a push assist protrusion 3 for supplementarily strengthening the push force of the push fixture 5 from the structural housing side. Furthermore, there is a pressing projection 3 ′ provided on the fastening surface of the ventilator edge 14 to reinforce the effect of the pressing fixture 5 or as an alternative to the pressing fixture 5. These details will be described at the locations where FIGS. 4, 5, 6, 7 and 8 are described.

In FIG. 4 (a) to FIG. 4 (f), examples of specific embodiments of the push-in fixture 5 of the present invention are shown by cross-sectional schematic diagrams and one-side cross-sectional schematic diagrams.
For example, FIG. 5A shows the most basic shape of the push fixture 5. The pushing fixture 5 having this shape is solid, and is provided with a protruding portion 5a having a diameter that gradually decreases from 90 ° from the base end portion 5b toward the distal end portion 5c with respect to the surface of the pushing fixture. A through hole 5d through which the special screw nail 2 as a fastening material passes is bored at substantially the center, and the special screw nail 2 that has passed through the through hole 5d also penetrates the foamed synthetic resin plate body 1. Then, it is screwed into the structural housing 4 and fastened, and a ventilation trunk edge 14 is disposed on the upper surface side. The above is an example of a general fastening configuration, but FIG. 5A shows an example in which the following structure is added in addition to this basic shape. That is, after the special screw nail 2 is disposed in advance in the through-hole 5d of the push fixture 5, the nail portion 2b is crimped from the outside of the tip portion 5c to provide a convex portion that is a crimp portion 2c. This is an example using a push-in fixture 5 that has been subjected to special processing in which the fixture 5 and the fastening material are integrated. The use of the push fixture 5 or the like in which the special screw nail 2 is integrated by such a device is desirable from the viewpoint of simplifying the construction of the fastening portion, and is appropriately selected and used.

  In FIG. 4B, a leading portion 5e that easily bites into the foamed synthetic resin plate is provided at the tip portion 5c of the pressing fixture 5 having the shape shown in FIG. The indentation fixture 5 may be a hard material such as a metal or a hard resin. For example, if the indentation fixture 5 itself can be elastically deformed and restored, the anchoring portion of the foamed synthetic resin plate having a brittle property such as a foamed phenol resin can be used. It is desirable to reduce and protect the load and to obtain a synergistic effect with the elastic deformation and restoration of the foamed synthetic resin plate. These are integrated with a molded product made of an elastic body 5n such as synthetic rubber or high damping rubber on the outer peripheral surface of a core material 5m made of a hard material such as metal as shown in the figure, or insert molding. Etc. may be provided by co-molding. Furthermore, the device has been devised to increase the surface area and the locking strength of the projection 5a by providing an annular streak 5r on the outer peripheral surface of the projection 5a of the push-in fixture 5 and the height of the projection 5a. This is desirable because the burden on the fastening portion of the foamed synthetic resin plate can be reduced and a high fastening force can be obtained.

  FIG. 4C shows an example of a structure in which the push-in fixture 5 has a hollow portion 5h, which can be formed at a low cost with a metal press product or the like. For example, even if the height of the protrusion 5a is low, the indentation fixture 5 can provide higher indentation force and an effect of suppressing the compression creep phenomenon by providing irregularities or the like on the surface of the protrusion 5a to increase the surface area. Therefore, in this example, along the outer peripheral edge portion of the push-in fixture 5, an annular low projection portion 5 a is provided, and a central projection portion 5 a is provided at the center portion. A cross-sectional structure is shown in which a through-hole 5d is formed in the center of a continuous curved surface. Further, four locking holes 5s are formed in the inclined portions of the projection portion 5a at the center at opposite positions. In this way, the surface area of the protrusion 5a of the indentation fixture 5 is increased, and a high indentation force is obtained while reducing the concentrated load on the fastening portion of the foamed synthetic resin plate, and against an external force in a multidimensional direction. The stability of the fastening posture of the push-in fixing tool 5 is also increased, and the swelled portion of the foamed synthetic resin is more effective than the bite in the locking hole 5s at the time of push-in, which is desirable.

  In FIG. 4D, when the concave inner portion 5f is provided at the center of the projection 5a of the push-in fixture 5 in FIG. 5A, the inner portion 5f can exert a high stress against an external force in a substantially parallel direction. It is preferable because it has a structure, has an effect of suppressing the compression creep phenomenon, and can exhibit high fastening strength even when the buried depth is shallow. Furthermore, it is only necessary to appropriately provide a ring 5u protruding in a ring shape on the outer peripheral surface of the base end part 5b, but at the time of fastening, the collar part 5u is not pushed in but is flush with the fastening surface. It is desirable.

  The figure (e) is similar to the figure (a), but is intended to be used by being added to the edge of the ventilation trunk. The difference from the figure (a) A through hole 5d is not provided in advance, and a thin nail 5g is struck at an appropriate location on the periphery of the base end portion 5b. This is preliminarily shown in FIG. Is locked and integrated with a thin nail 5g, and is opposite to the foamed synthetic resin plate body of the ventilator rim 14 (this may be referred to as the surface side). ) Through the vent barrel edge 14, the push-in fixture 5 and the foamed synthetic resin plate 1 through the special screw nail 2 and screwed into the structural housing 4 (illustrated in FIG. 8 (c)), the work can be simplified. The pushing fixture 5 of the aspect which can be anticipated is shown. Although not shown, the narrow nail 5g is not provided as shown in FIG. 5 (e), and a double-sided tape is attached in advance to the proximal end side of the push-in fixture and integrated with the fastening surface side of the ventilator edge 14. You may let it work in the same way. In such an embodiment, although it is necessary to prepare the indentation fixture 5 in advance with the ventilation cylinder edge 14 in advance, when the ventilation cylinder edge 14 is laid on the foamed synthetic resin plate body 1, From the surface side of the body edge 14, when the foamed synthetic resin plate 1 (with the structural face material 15 being used together if necessary) is passed through the special screw nail 2 and screwed into the stud 9, Since it is an embodiment that enables burying, the operation of screwing the foamed synthetic resin plate 1 with the push-in fixture 5 can be omitted separately, and the effect of simplification of construction and improvement of the fastening strength of the ventilator edge 14 can be achieved. Therefore, it is appropriately selected as a desirable embodiment. In addition, a streak-like concave groove 5t is provided in a form in which the protrusion 5a of the push-in fixture 5 is divided into four in the vertical direction so as to increase the surface area and the fastening strength of the push-in fixture 5. These are not separately provided with a thin nail 5g, but are provided with a through hole 5d through which a special screw nail 2 as a fastening material penetrates in the center, thereby pressing and fixing a semi-rigid foam synthetic resin plate body excellent in viscoelasticity. It can also be applied as a tool 5.

  FIG. 5F is an embodiment of the indentation fixture 5 that is preferably used mainly for the semi-rigid foam synthetic resin plate 1s such as foamed polyolefin that hardly generates shear in the press resin region. This is an example of a structure suitable for increasing the contact fastening force. One push hole 5d is formed in one push fixture 5 and one or more gently recessed portions 5q are formed at appropriate positions on the curved surface of the projection 5a, and a part of the pressure resin region is formed by the push force. Resin can be swelled into the recessed portion 5q to improve the fastening force. The pressing fixture 5 used for fixing the semi-rigid foamed synthetic resin plate 1s has an outer diameter, an outer shape, and a protruding portion of the pressing fixture 5 depending on a difference in flexibility depending on the type of resin and a desired fixing force. What is necessary is just to select suitably the shape and magnitude | size of 5a, and also the magnitude | size and number of said recessed part 5q. In FIG. 4 described above, the shapes of various push fixtures are illustrated. However, the present invention is not limited to these specific modes, and various devices can be added to provide a more desirable push fixture 5. It becomes possible. Further, a foamed synthetic resin plate 1 is sequentially constructed by using an indentation fixture 5 and a connecting material (string-like material or tape-like material) connected at a predetermined fastening interval (not shown). The method of fixing to the frame is excellent in workability and may be adopted as appropriate.

  Further, the push-in fixture 5 is fixed from the surface side of the foamed synthetic resin plate in normal use. However, the above-described foamed synthetic resin plate with a push-in fixture shown in FIG. 18, FIG. 20, FIG. As shown in FIG. 20B, FIG. 21C, and the foamed synthetic resin plate shown in FIG. 21E as a special application example of the push-in fixture 5, as will be described later. The vertical frame and / or the horizontal frame (or the structural frame) and the foamed synthetic resin plate are obtained by making the pair of pressing fixtures 5 face each other from the front and back sides and tightening with a fixing material to fix the pressing. Can be firmly fixed.

  In the push-in fixture 5 shown in FIG. 5A, a leg portion 6 having a length equivalent to the thickness of the foamed synthetic resin plate reaching the structural housing 4 is extended at the tip portion 5c of the projection portion 5a. As described above, the length of the leg 6 that extends to the structure housing 4 may be referred to as a fixed leg. When the push-in fixture 5 having the fixed leg portion is expressed separately from other general push-in fixtures 5, this push-in fixture with the fixed leg portion is expressed as 5 '. However, in the present invention, when it is not necessary to express the distinction, it is simply expressed as a push-in fixture 5. Therefore, the push fixture 5 is treated as including a normal push fixture 5 and a push fixture 5 'with a fixed leg. In the push-in fixture 5 ′ with a fixed leg, since the tip of the leg 6 reaches the structural housing 4, even if the foamed synthetic resin plate is kept pressed for a long time, a strong earthquake, etc. Even if a force is applied, since the fixed leg is supported by the structural housing 4, the occurrence of creep or the like can be prevented. Therefore, it is suitable for use in the vicinity of the joint portion where a high fastening force is required, the main corner such as the entrance corner and the exit corner.

  FIG. 5 (b) is an aspect different from FIG. 5 (a), and the ridge projecting in a ring shape on the outer peripheral surface of the base end portion 5b of the push-in fixture 5 which is suitable when a high fastening force is required. It is sectional drawing which shows the example which provided 5u. A stepped screw nail 16b (trade name: coach screw) in which the diameter of the body portion 2b of the fastening material penetrating the foamed synthetic resin body as the fastening material is larger than the diameter of the body portion screwed into the building housing. In addition, a screw nail 16d (lag screw bolt) is additionally provided in the periphery of the stepped screw nail 16b so as to resist a large external force and vibration from a direction substantially parallel to the foamed synthetic resin plate body. Yes.

  5 (c) and FIG. 5 (d) show another example in which a hollow auxiliary leg portion 6a disposed on the nail body portion 2b of the special screw nail 2 is provided at the tip portion 5c of the projection portion 5a of the push-in fixing metal fitting 5. This is an example. Since the auxiliary leg portion 6a shown in FIG. 6D has a large trunk diameter, it is preferable to provide a pilot hole for fixing in advance and fix it. Since these auxiliary legs 6a reach the structural housing 4 similarly to the push-in fixture 5 'with a fixed leg shown in FIG. In the example of FIG. 6B and FIG. 6C, the structure is stopped by the structural frame 4 even when a pressing force more than necessary is applied as in the case of FIG. Therefore, the compression creep phenomenon of the foamed synthetic resin plate is suppressed and the stress against the external force is increased, so that a very good state can be maintained for a long time. It is mainly desirable to adopt it appropriately in the corners, entrance corners, exit corners, and important points of buildings where large external forces tend to concentrate. In addition, the special screw nail 2 penetrates the fastening surface side of the structural housing 4 in advance so that the distal ends of the push-in fixture 5 ′ with fixed legs and the auxiliary leg 6a bite into the structural housing 4 to prevent the position from changing. However, it is also effective to attach a metal tape or the like that can prevent the fixed leg portion 6 from biting.

  The height of the tip 5c of the protrusion 5a of the push-in fixture 5 depends on the material and thickness of the foamed synthetic resin plate to be used, but it is 1/2 or less of the thickness of the foamed synthetic resin plate, usually 1 It is preferable to squeeze to a depth of / 3 or less and bury it. However, the height of the leading portion 5e shown in FIGS. 3 and 4 (b) may be smaller than the thickness of the foamed synthetic resin plate. Since the reaching depth of the distal end of the pressing fixture 5 ′ with the fixed leg portion is the structure frame surface, in consideration of the thickness of the foamed synthetic resin plate body, when the pressing fixture 5 ′ with the fixed leg portion is buried, It is preferable that the base end portion of the push-in fixture 5 ′ with the fixing leg is flush with the foamed synthetic resin plate. In the case of a normal push-in fixture 5 that does not have the fixed leg 6, the base end that is screwed into the structural housing 4 with a fastening material such as a special screw nail and pushed in and buried is flush with the foamed synthetic resin plate. It is preferable to do so.

  If such fastening is performed, as shown in FIG. 3, external forces and vibrations in a multidimensional direction transmitted from the structural housing 4 are foamed from the pressing resin region 30 and the compressive stress dispersion region 31 pressed by the pressing fixture 5. In order to propagate in the synthetic resin plate body, the phenomenon that the protrusion tip 5c is lifted to the surface side of the foamed synthetic resin plate body hardly occurs. In order to increase the effect against the external force of the pressing fixture 5 that is pressed into and buried in the foamed synthetic resin plate, if the outer diameter is increased and the height of the protrusion 5a is reduced, the pressing resin region 30 or The flat area of the compressive stress dispersion region 31 can be increased, the deformation force and the concentrated load of vibration on the foamed synthetic resin plate body can be further dispersed, and the effect of suppressing the compressive creep phenomenon is desirable. Usually, since the pushing fixture 5 is buried substantially flush with the upper surface side of the foamed synthetic resin plate body, there is no obstacle to increasing the outer diameter of the base end portion 5b. What is necessary is just to design suitably from a kind, thickness, the presence or absence of a surface reinforcing material, required fastening strength, the number of fastenings, etc. As described above, since various shapes and structures can be used for the push fixture 5 and the push fixture 5 ′ with a fixed leg portion, the push fixture 5 is not limited to those exemplified here.

  In order to constitute the fastening structure of the present invention, a push fixture 5 or a push fixture 5 'with a fixed leg is used, which assists the function of the push fixture 5 and provides elasticity of the foamed synthetic resin plate. In order to develop the propagation of deformation, external force and vibration more effectively, the front and back sides of the foamed synthetic resin plate body are auxiliaryly pressed and buried, and the fastening structure of the present invention is made stronger. In order to make it easy, the push-in auxiliary projection 3 can be used.

  For this purpose, (1) when the foamed synthetic resin plate 1 is stretched on the structural casing 4 shown in FIG. 10, the pushing auxiliary protrusion 3 protruding to the surface side can be provided at an appropriate position of the fastening surface such as the horizontal member 11 (not shown), the bracing (not shown), or the like. (2) As shown in FIG. 13, a structural face material 15 may be laid as a load bearing wall on the outdoor side of the structural housing 4. A foamed synthetic resin plate is formed on the surface of the structural face material 15. 1 is stretched, it is possible to provide the pushing assisting protrusion 3 projecting to the surface side at an appropriate location on the plate surface of the structural face material 15. In addition, in the case of a substantially spherical projection, the size of the pushing assist projection 3 is, for example, about 10 to 25 mm in diameter (most preferably around 15 mmΦ) and about 3 to 12 mm in height (most preferably around 8 mm). A substantially dish-shaped spherical protrusion or a commercially available umbrella nail (Taiko-an: manufactured by Wakai Sangyo Co., Ltd., trade name) is preferable. Such a size is desirable because it is easy to be embedded in the foamed synthetic resin plate 1 by the fastening force of the indentation fixture and the ventilator edge, and the fastening strength is improved. Each of the push-in auxiliary protrusions 3 may be independent. When a large number of the push-in auxiliary protrusions 3 are used, a form in which a plurality of push-in auxiliary protrusions 3 are erected on a sheet material or the like is attached to or fixed to the structural housing. But you can.

  7 (b) and FIG. 8 (c) are different from the above-described pushing assisting protrusion 3 provided on the fastening surface of the ventilator rim 14, and the pushing protrusion 3 having a larger protrusion area. It is an example of '. The shape may be any protrusion that can be buried by pressing when the ventilator edge 14 is fixed onto the foamed synthetic resin plate 1 with a special screw nail or the like. As an example of the shape, as shown in FIG. 7B and FIG. Protruding substantially hook-like streak-like projections x are provided intermittently. It is desirable that the substantially semicircular protrusions and the end surfaces in the length direction are gently inclined surfaces, so that local compression to the foamed synthetic resin plate is prevented. 7 (b) and 7 (b), the pushing projection 3 'is, for example, a substantially hook-shaped continuous streak having a continuous height of about 5 mm in the length direction of the fastening surface of the ventilator edge 14. A protrusion y is provided.

  When manufacturing the ventilation trunk edge 14a with a pressing projection having a pressing projection 3 'such as the continuous streak projection y, any manufacturing method may be adopted. For example, the shape of the continuous streak projection y There is a method in which a long product is extruded in advance and integrated by, for example, adhering to a fastening surface of the ventilator edge 14. Alternatively, a square member (for example, 40 mm width × (20 mm + 5 mm) thickness) of the ventilation trunk edge 14 that is thickened by the thickness of the planar processing (for example, about 5 mm) is prepared in advance, and the fastening surface side is a continuous line having a height of about 5 mm. It is also possible to employ a planar process (planing process) as the projection y.

  The pushing projection 3 'can be freely modified in shape, such as a substantially chevron-shaped state having a gentle slope instead of the substantially saddle-shaped cross section like the continuous streak-like projection y shown in the figure. As long as the pressing resin region 30 and the compressive stress dispersion region 31 can be formed by pressing and embedding appropriate portions on the surface side, the shape is not limited to a specific shape. For example, even if the corners 14c on the fastening surface side of the ventilator edge 14 having a thickness corresponding to the buried depth (for example, 5 mm) is planarized to form an R surface (for example, a radius of about 5 mm), the edge surface ( A substantially trapezoidal continuous streak process (not shown) having a C cut (for example, a width of about 5 mm) may be formed.

  FIG. 7B and FIG. 7C show another embodiment in which a hard synthetic resin (for example, vinyl chloride, This is an example in which an extruded sheet of polycarbonate or the like is adhered to the fastening surface side of the ventilator rim 14. Although the height of the protrusion to be pushed in is low, the two fine streak-like protrusions z are juxtaposed, so that the high push-in fixing strength and the effect of suppressing lateral displacement are high, and the foamed synthetic resin board is brittle such as foamed phenol or foamed urethane. It is preferable because the burden on the body can be reduced.

  A ventilation trunk edge 14 (hereinafter referred to as a pushing fixture 5 or a pushing projection 3 'provided with a pushing projection 3' such as the above-described streaks x, continuous streaks y, fine streaks z, etc. When the body edge 14 is sometimes referred to as a ventilation trunk edge 14a with a push-in projection.), When the surface reinforcing material 1a is present in the foamed synthetic resin plate 1, it is particularly desirable because the tensile strength is easily exhibited. .

  The ventilating rim 14a with push projections having the push projections 3 'is fixed on the structural housing 4 using a conventional round nail without using the push fixture 5, for example. From the surface side of the body 1, it can be used by being screwed onto the structural housing 4 with a special screw nail 2. However, the push-in fixture 5 is screwed onto the structural housing 4 by using the special screw nail 2 and the foamed synthetic resin plate body 1 is screwed onto the ventilation trunk edge 14a with the push-in projection, and foamed. If the synthetic resin plate 1 and the base end portion of the already-fitted push-in fixture are pressed simultaneously, the fastening strength is greatly improved, which is more preferable. When using the push-in fixture 5 and the ventilating rim 14a with push-in protrusion having the push-in protrusion 3 'in combination, the number of streak x, continuous streak y, fine streak z, It is preferable to devise measures such as providing a continuous one intermittently, since the fastening strength can be sufficiently maintained and the ease of screwing of the ventilating cylinder edge 14a with the push-in protrusion is greatly improved.

  Unlike the above-described push fixture 5, these push projections 3 ′ do not have a fastening function to press and embed the foamed synthetic resin plate 1 by itself, and the ventilator edge 14 is foamed and synthesized. When screwing onto the resin plate body 1, the pushing protrusion 3 ′ provided on the ventilator edge 14 is pressed by the foamed synthetic resin plate body 1 and functions. Therefore, the size and number of the pushing protrusions 3 ′ have a protrusion shape and an appropriate installation quantity of a size that allows the ventilator edge 14 to be pressed onto the foamed synthetic resin plate 1 and buried according to the fastening force. Therefore, it may be selected as appropriate in consideration of easiness of embedment due to the material of the foamed synthetic resin plate, the number of fastening materials such as the special screw nails 2, and the like.

  In the case of using the ventilating cylinder edge 14a with pushing projection, the moisture-permeable waterproof sheet 22 stretched between the foamed synthetic resin plate body 1 and the pushing projection 3 'of the ventilating trunk edge 14a together with the foaming synthetic resin plate body. 1 is pushed in and buried, the adverse effect of the surface slipperiness of the moisture permeable waterproof sheet 22 is greatly suppressed, so that the fastening strength of the ventilating rim 14a with push projections is further increased, and the conventional outer wall material The effect of improving the problems of 17 sag, roll, and side shift can also be exhibited.

  In the above description, the ventilator edge 14a with the push-in protrusion and the conventional ventilator edge 14 without the push-in protrusion are distinguished from each other. 14a can be mixed as appropriate to implement the present invention. In addition, the construction of the ventilation trunk edge 14a with the push-in projection is the same construction method as that in which the fastening surface of the conventional ventilation trunk edge 14 is buried in the surface of the foamed synthetic resin plate 1 so as not to cause unevenness. The workability is not particularly changed. However, in comparison with the number of fastening when the conventional ventilator edge 14 is fastened with a special screw nail or the like, in the case of the ventilator edge 14a with a pushing projection, the fastening number is increased to increase the fastening strength. It may be preferable to provide a slight difference.

  Since the ventilation trunk edge 14 having no pushing projection and the ventilation trunk edge 14a with pushing projection are in such a relationship, in the present invention, these two members are generally referred to as the ventilation trunk edge 14 in many cases. However, in particular, when it is preferable to express the conventional ventilation cylinder edge 14 having no pushing projections separately from the ventilation cylinder edge 14a with pushing projections, it may be referred to as "normal ventilation cylinder edge 14". In addition, of the above-described push assist protrusion 3 and push protrusion 3 ', the push assist protrusion 3 is provided on the structure housing side, and the push protrusion 3' is provided on the ventilation cylinder edge 14 side. Is not limited, and may be used in combination as appropriate.

  As the foamed synthetic resin plate used in the present invention, a hard foamed synthetic resin plate and a semi-rigid foamed synthetic resin plate are used. Examples of the material of the hard foam synthetic resin plate include foamed polyurethane resin, foamed phenol resin, and foamed polystyrene resin. As the material of the semi-rigid foam synthetic resin plate, foam high impact polystyrene resin (for example, trade name: Kanepal HS, manufactured by Kaneka Co., Ltd.), foamed polyethylene copolymer polystyrene resin (for example, trade name: PIOCELAN, Sekisui) Seikoku Kogyo Co., Ltd.), foamed polyethylene resin, foamed polypropylene resin, and the like. Some foamed polystyrene is foam-molded by a bead method or an extrusion method. Foamed phenol, foamed polyurethane, etc. are generally made by a batch method or a continuous method. Foamed polyethylene copolymer polystyrene resin is made by a bead method, and foamed polyethylene and foamed polypropylene are made by a bead method and an extrusion method. However, in the present invention, it is not particularly limited by the foam molding method.

  And foamed polystyrene, foamed polyethylene, foamed polypropylene, etc. are usually used in a foamed synthetic resin plate that does not have a surface reinforcing material. It is more preferable to use a surface reinforcing material (excellent flexibility such as an aluminum vapor deposition film) that is spread and integrated on one side or both sides.

  On the other hand, foamed phenol and foamed urethane are usually supplied with surface reinforcing materials (nonwoven fabric, kraft paper, aluminum vapor deposition film, etc.) spread and integrated on both sides at the manufacturing stage for reasons of manufacturing. . These foamed synthetic resins such as foamed phenol and foamed urethane are less elastic than other hard foamed synthetic resins and have fragile defects, but are reinforced by the presence of surface reinforcing materials. The desired properties are exhibited when the tensile strength covers elasticity. These materials are successfully used in the present invention due to the presence of surface reinforcement.

  The surface reinforcing material that is spread and integrated on one or both surfaces of the foamed synthetic resin plate is a constituent material for reinforcing the strength of the foamed synthetic resin plate, and is one of the foamed synthetic resin plates. Since the surface reinforcing material is spread on the outer wall surface side of the foamed synthetic resin plate, it does not belong to the exterior wall constituting material described above.

  When using a rigid foam synthetic resin plate with a surface reinforcing material, the indentation fixture to be used has a larger outer diameter at the base end than when using a semi-rigid foam synthetic resin plate, By reducing the height, it is possible to reduce the burden of pushing into the surface reinforcing material and the foamed synthetic resin, and the durability of the fastening portion is improved, which is desirable.

  In the present invention, since it is a requirement to use the push-in fixture 5 and the ventilating rim 14a with push-in projection, etc., if a surface reinforcing material with high tensile strength exists, the load on the foamed synthetic resin plate is reduced, This is desirable because the indentation effect can be effectively drawn out, and the stress dispersion can be further exerted, and the compression creep phenomenon and buckling of the fastening portion can be suppressed, and a stable fastening force can be secured for a long time.

  The foamed synthetic resin plate used in the present invention is a foamed synthetic resin plate other than the one in which the surface reinforcing material is originally integrated, such as foamed phenol and foamed urethane. By providing a surface reinforcing material on the surface opposite to the housing, that is, the surface in contact with the indentation fixture, the tensile strength of the surface reinforcing material and the elasticity of the foamed synthetic resin combine to ensure stable fastening performance for a long period of time. It can be recommended as a very preferred embodiment.

  Further, the foamed synthetic resin plate has a difference in heat insulation performance, buffering property (such as seismic energy absorption), flexibility, viscoelasticity, tensile strength, and rigidity depending on the material. For example, semi-rigid foamed synthetic resin plates such as foamed polyethylene and foamed polypropylene, which are excellent in cushioning, flexibility, viscoelasticity, tensile strength, etc. Etc.) or as a foamed synthetic resin plate for buffer use used in a vibration control panel, which will be described later, it is very desirable because the characteristics are utilized. On the other hand, these semi-rigid foam synthetic resin plates have excellent cushioning performance, but their heat insulation performance may be inferior to that of hard foam synthetic resin plates, so they are reinforced with other filled insulation materials. May be preferred.

  In the present invention, the hard foamed synthetic resin plate and the semi-rigid foamed synthetic resin plate are collectively referred to as the foamed synthetic resin plate 1, and in particular, buffer properties, flexibility, viscoelasticity, tensile strength, etc. When distinguishing and expressing an excellent semi-rigid foam synthetic resin plate, it is referred to as a semi-rigid foam synthetic resin plate 1s, and the corresponding rigid foam synthetic resin plate may be represented as 1r. In the present invention, although already described, in the case where it is desired to express the semi-rigid foam synthetic resin plate 1s or the rubber-like elastic plate 20, the following may be abbreviated as a buffer plate. .

  If this point is described in detail, the entire wall surface is more evenly elastic when subjected to large deformations or vibrations due to an earthquake or the like, among the wall surfaces of the foamed synthetic resin plate 1 having the fastening structure of the present invention. In order to be easily deformed and elastically restored, instead of the hard foamed synthetic resin plate 1r made of foamed polystyrene, foamed phenol or the like having excellent heat insulation properties, the semi-rigid foamed synthetic resin plate 1s having excellent buffering properties or a rubber-like elastic plate It may be preferred to provide a body 20 (ie a buffer plate). For example, among the wife side wall surface and the flat side wall surface of the building frame shown in Embodiment 6 (FIG. 14) to be described later, in particular, an entrance corner, an exit corner, an opening, which is easily deformed and peeled in a stress concentration or multidimensional direction, or In some cases, it may be preferable to use it on the wall surface in the vicinity of the substantially central portion as needed.

  By using such a buffer plate part at an appropriate position such as a wall where excessive deformation and impact are likely to concentrate, the side wall surface including the rigid foam synthetic resin plate 1r is absorbed and suppressed. The whole (for example, the side wall surface of the wife) can be elastically deformed and restored without difficulty, and can suppress damage and adiabatic deterioration of a portion where stress is easily concentrated. Further, among the wall surfaces constituting the wall surface of the building frame shown in the embodiment 7 (FIG. 15), the buffer plate body can be satisfactorily used as required for the joint portion where excessive deformation and vibration are concentrated.

  Furthermore, in the inner heat insulating structure shown in the embodiment 8 (FIG. 17), inter-column spaces where particularly excessive deformation and amplitude tend to concentrate are selected, and the entire inner peripheral surface of these inter-column spaces or upper joints are selected. A deformable vibration control frame is disposed on and fixed to a part of the inner peripheral surface of the part and / or the lower joint, and the shock control frame is buffered by using the pressing fixture of the present invention. The plate is fixed by screwing the plate with a fixing material. In this way, it is possible to easily obtain a heat-resistant / seismic heat insulation structure that can exhibit excellent anti-seismic effects.

  Furthermore, also in the inner heat insulating structure shown in Embodiment 9 (FIG. 18), inter-column spaces where excessive deformation and amplitude tend to concentrate are particularly selected, and the entire inner peripheral surface of these inter-column spaces or the upper structure are selected. A buffer plate is arranged on a part of the inner peripheral surface of the mouth part and / or the lower joint part, and a fitting groove for fixing is engraved, and the pressing and fixing of the present invention is carried in the fitting groove. The shock-absorbing and vibration-damping effect can be easily exhibited by disposing the buffer plate using a tool and fastening it by screwing using a fastening material.

  Further, Embodiment 10 (FIG. 19) shows a novel aspect of the inner heat insulating wall structure. That is, in the inter-column spaces, particularly excessive deformation and vibration are likely to concentrate. And / or a buffer plate is arranged on the inner peripheral surface of the outer wall surface such as the lower joint portion as follows. That is, a fitting groove having a depth that allows the buffer plate body to be protruded from the outer peripheral surface of the structural housing by the thickness dimension of the structural face material is carved, and the buffer plate body is provided in the fitting groove. After being disposed, it is fixed by screwing with a fixing material using the push-in fixture of the present invention. Next, a structural face material is arranged and fixed on the outer wall surface side of the remaining inter-column space excluding the construction site of the buffer plate so as to be flush with the buffer plate.

  By adopting this configuration, each of the excellent materials of the foamed synthetic resin plate (elasticity and vibration control), which is an elastic material typified by a buffer plate, and the structural surface material (earthquake resistance), which is a plastic material, are used. It is possible to coexist and combine the characteristics on the same wall and on the same surface, and it is possible to form a wall structure having a completely new structure and anti-seismic performance. This wall structure easily reaches the safety limit with a slight interlayer displacement angle (equal to 1/30 rad or more), and the shaft assembly part (joint part, etc.) and the fixing part of the structural face material are damaged and collapsed at once. It is expected to improve and eliminate the unavoidable and serious problems of conventional bearing walls (seismic houses). In the present invention, the load-bearing wall structure having the new seismic performance and damping performance is referred to as an elastic load-bearing wall or an elastic load-bearing wall structure.

  Further, in FIG. 19, the elastic bearing wall is shown as an example in the inner heat insulating wall structure, but is not necessarily limited to the inner heat insulating wall structure, and can be applied to the outer heat insulating wall structure. For example, a foamed synthetic resin plate for external heat insulation is disposed on the outer wall surface side of the elastic load-bearing wall structure shown in FIG. 19B, and is screwed with a fastening material using the push-in fixture of the present invention. If it is fixed at the above, it is possible to construct a heat-resistant / quake-proof outside heat insulation wall structure using an elastic load-bearing wall structure different from the above-mentioned structure.

  Note that when the elastic bearing wall structure in the inner heat insulating wall structure shown in FIG. 19B is an outer heat insulating wall structure, the filling heat insulating material is not necessarily required and can be omitted from the viewpoint of cost. It is desirable to do. The elastic load-bearing wall structure suitable for the outer heat insulating wall structure can achieve various conditions such as safety, safety, and high durability required for a long-term excellent house.

  In the present invention, it is hereinafter referred to as an elastic bearing wall or an elastic bearing wall structure. In addition, since this elastic bearing wall or elastic bearing wall structure is included in the category of the above-described anti-seismic wall structure of the present invention, the two are not particularly distinguished and are collectively referred to as It may be referred to as a damping wall structure (or heat resistant / insulation heat insulating wall structure or heat resistant outside vibration control wall structure, etc.).

  Further, since the damping panels shown in the embodiment 11 (FIG. 20) and the embodiment 12 (FIG. 21) are required to have a shock-absorbing property with the highest priority, use of a shock-absorbing plate is suitable.

And, in order to cover the decrease in the heat insulation performance of the buffer plate used instead of the hard foam synthetic resin plate 1r, for example, generally adopted as a filling heat insulating material from the inner wall surface side of the part What is necessary is just to fill the fiber-type heat insulating material (glass fiber heat insulating material etc.) currently used, to insulate and reinforce as a back-up material using the hard foam synthetic resin board 1r, or to fill in-situ urethane foam. (See FIGS. 14, 15, and 17)
In addition, in the case of the semi-rigid foam synthetic resin plate 1s, when the moisture permeability needs to be improved with foamed polyethylene, foamed polypropylene, or the like, for example, 2 mmΦ to 12 mm is placed at an appropriate position of the semi-rigid foam synthetic resin plate 1s. More desirably, a moisture permeable hole having a diameter of about 5 mmΦ to 10 mmΦ is provided. And the part which heat insulation reduced by these moisture permeable holes can supplement the part for heat insulation by carrying out the above-mentioned heat insulation reinforcement. (Not shown)
In addition, the buffer (property) referred to in the present invention means that the foamed synthetic resin plate 1 or the fastening portion of the buffer plate and the entire plate are elastically deformed according to vibration and deformation force and elastically restored. This means that it absorbs seismic energy and suppresses shaking.

  The push-in fixture is for effectively exhibiting the cushioning property of the foamed synthetic resin plate 1 or the buffer plate in real time, and is suitable for the type of resin, the foaming ratio, the thickness, etc. By appropriately selecting a suitable outer shape, number of fastenings, and fastening locations, it is possible to extract the buffering effect more effectively.

  When using the rigid foam synthetic resin plate 1r, for example, if a patchwork-like sheet material having a high tensile strength is attached in advance to each fastening position of the indentation fixture, This is desirable because it increases the fastening strength at the fastening position.

  In addition, the following devices are effective when semi-rigid foam synthetic resin plate 1s is used as the foam synthetic resin plate along the columns, horizontal members, foundations, studs, and braces that fix the indentation fixture. It is. When forming a semi-rigid foam synthetic resin plate 1s using beaded foamed polypropylene, foamed polyethylene, foamed polyethylene copolymer polystyrene resin, high impact polystyrene, or the like, an appropriate portion of the semi-rigid foam synthetic resin plate 1s is formed. Alternatively, pre-expanded beads having a low expansion ratio are filled in the vicinity of the fastening portion by the push-in fixture 5 and can be integrally molded to further enhance energy absorption.

  In addition, a through hole 5d can be provided in the fastening portion in advance to facilitate penetration of the fastening material, and a shallow concave portion having a small dimension equal to or smaller than the shape of the projection 5a of the push-in fixture 5 is formed. It is also desirable to improve the workability by burying it during screwing. In addition, even if the protrusion of the indentation fixture is floated on the foamed synthetic resin plate, it is insert-molded in the foamed synthetic resin plate, and it is pressed or buried when fastened or screwed. Good. Further, the foamed synthetic resin portion at the fastening portion may be removed, and another material having high strength and elasticity, for example, synthetic rubber or elastomer resin may be inserted into the portion and integrated. The method of partially reinforcing appropriate portions and fastening portions of these foamed synthetic resin plates is particularly effective for a vibration control panel or the like when a large external force or vibration is applied, and may be appropriately employed.

  The surface reinforcing material 1a of the foamed synthetic resin plate used in the present invention is laminated on one side of the surface of the foamed synthetic resin plate, or on the whole or part of both sides. As the surface reinforcing material 1a, a surface reinforcing material such as non-woven fabric, paper, aluminum foil, aluminum vapor deposited film, mesh material or the like can be used. Among these, a nonwoven fabric is more preferable from the viewpoint of surface reinforcing material strength, flexibility, moisture permeability, manufacturing cost, and the like. In particular, polyester-based long-fiber nonwoven fabric spunbond (trade name: Borance, manufactured by Toyobo Co., Ltd.) and the like are desirable because of their high tensile strength, high stretchability and flexibility.

  The structural face material used in the present invention is a general term for the face material for the load-bearing wall, and refers to softwood plywood, structural face material, sizing board, and the like. For example, shised boards are mainly impregnated and pressure-molded with a fiber material that has been defibrated from wood, so that it has high strength, excellent surface properties, low cost, and resource saving. Is the mainstream. Since these shising boards are excellent in surface slipperiness, slipping and misalignment are likely to occur on the fastening surface with the foamed synthetic resin plate, and an improvement plan is desired. For this purpose, a sheet or film made of a material having low slipperiness or a viscous adhesive can be adhered to the surface of the structural face material in whole or in part.

  In the case of a normal outer heat insulation structure, the ventilator edge is stretched by fastening a foamed synthetic resin plate with round nails so that it is airtightly connected to the entire wall surface except for the opening on the outer periphery of the structural housing. After that, in order to provide a ventilation space between the outer peripheral surface of the foamed synthetic resin plate body and the outer wall material, the foamed synthetic resin plate body is laid to serve as both a pressing and fixing material for the foamed synthetic resin plate body and a suspension material for the outer wall material. Is. Ventilation rims are also called vertical trunk rims, and the vertical space formed between the ventilation rims communicates between the lower end of the outer wall (draining part) and the roof ridges and ridges. This space is also referred to as an outside air ventilation layer, and is provided so that the outside temperature of the four seasons is not allowed to enter the house through 24 hours by aerating the outside air.

  Usually, the ventilator rim is arranged in the vertical direction. However, in order to fix the opening 53 and the like, the ventilator rim is laid in the horizontal direction so as not to block the vertical vent layer of the outside air. A horizontal member may be used together. In the present invention, the vertical trunk edge, the horizontal trunk edge, and the horizontal member are simply expressed as a ventilation trunk edge. As the ventilator edge of the present invention, there are the above-described flat plate-like normal ventilator edge 14 and the ventilator edge 14a with a pushing projection (as described above, these two are collectively referred to as the ventilator edge 14), These combinations not only significantly improve the structural strength of the structural housing, foamed synthetic resin plate, ventilator rim, and outer wall material, but also prevent the outer wall material from drooping or falling off in combination with the indentation fixture. The elastic deformation and restoration of the foamed synthetic resin plate can be more effectively expressed.

  The size of the ventilator edge is usually a wooden pier (width of about 40 mm to 100 mm, thickness of about 18 mm to 25 mm). Ventilation trunk edge (also called ventilation penetration) is used.

Next, the fastening material will be described. Even in the conventional construction method, it is easy to obtain fastening strength because of the necessity of tightly fastening the foamed synthetic resin plate to the structural housing and the need to suspend and suspend the outer wall material on the outer peripheral surface of the ventilator edge. Generally, it is fixed with a special screw nail 2.
And as a fastening material used for this invention, a screw nail is desirable and especially the special screw nail 2 is desirable similarly. This is because 1) it is necessary to bury and fix the protrusion of the indentation fixture of the present invention to an appropriate depth in the foamed synthetic resin plate. 2) The push-in fixture once screwed to an appropriate depth has a screwed structure that ensures high fastening strength and does not bury or sink below that position. 3) This is to make it easy to attach and detach during maintenance such as thermal insulation reforming and vibration control reforming after a long period of time. Examples of screw nails include screw screws, co-threads, coach screws, self-drills (tapping screws), screw nails previously defined as special screw nails (eg, X-point screws, etc.), W-cut screws, and the like. .

  Furthermore, in order to exhibit elastic deformation and resilience more effectively in the fastening portion of the present invention, in addition to the high rigidity of the fastening material itself, for example, the nail body 2d is elastically deformable and restorable. It is also desirable to have For this reason, for example, the material is a spring material such as stainless steel, or, as shown in FIGS. It is desirable to add elastic deformation and resilience to the fastening material. This is desirable because it is combined with elastic deformation and resilience at the fastening portion of the foamed synthetic resin plate.

  Further, as shown in the example of FIG. 4A, the pressing fixture 5 and the special screw nail 2 may be integrated by caulking in advance. In the present invention, even if it is a fastening material that does not belong to the category of screw nails, by screwing it into the structural housing, a part or all of the protrusions of the push-in fixture is pushed into the foamed synthetic resin plate and buried. Needless to say, it can be used as long as it can provide an effective pressing force. However, general round nails and the like are sometimes used as a temporary fixing material when the foamed synthetic resin plate is temporarily fixed to the structural frame in advance. Since the fine adjustment is impossible and there is a defect that the foamed synthetic resin plate is easily depressed and damaged, it is not preferable as the fastening material of the present invention.

  The rubber-like elastic plate referred to in the present invention is a rubber-like elastic plate made of a material such as an anti-vibration rubber, a high damping rubber, or an elastomer resin made of natural rubber or synthetic rubber. When this rubber-like elastic plate is used together with a pressing fixture that does not have a protruding portion, when the pressing fixture that does not have a protruding portion is screwed into a building frame by using a fastening material, the rubber-like elastic plate body is flexible. The foamed synthetic resin is embedded in the foamed synthetic resin plate while being elastically deformed while covering the periphery of the indentation fixture, and without causing damage such as tearing to the foamed synthetic resin plate at the periphery of the indentation fixture. The thing which can give a pressing force to a plate. The size of the rubber-like elastic plate for this purpose is preferably the same diameter or larger than the same diameter as the push-in fixture having no protrusion. The thickness may be selected as appropriate, but if exemplified, it is preferably about 1 to 7 mm, more preferably about 2 to 5 mm. If it carries out like this, as mentioned above, it can be set as the state where one part or all part was buried in the foamed synthetic resin board body, covering and covering the periphery of the pushing fixture. Further, the rubber-like elastic plate used together with the normal ventilation drum edge 14 having no pushing auxiliary protrusion 3 or pushing protrusion 3 'is formed into a foamed synthetic resin plate in a state of covering the peripheral edge of the normal ventilation drum edge. It can be buried and give a pressing force to the foamed synthetic resin plate.

  In the case of a heat insulating structure in which the hard foamed synthetic resin plate 1r is used in combination with a buffer plate at an appropriate position on the wall surface, and when the rubber-like elastic plate 20 is employed instead of the hard foamed synthetic resin plate 1r. The thickness of the rubber-like elastic plate 20 is desirably the same as the thickness of the heat insulating material of the rigid foam synthetic resin plate 1r, considering the workability of the ventilator edge and the outer wall material. The shortage of the heat insulating performance of the elastic plate member 20 is preferably dealt with by supplementing the filler heat insulating material 60 in combination. This is almost the same as the case where the hard foam synthetic resin plate 1r is substituted for the semi-rigid foam synthetic resin plate 1s.

  Further, the thickness of the rubber-like elastic plate 20 used for the vibration control panel 40 described later is at least 15 mm, preferably 20 mm or more, more preferably 25 mm to 50 mm, although it depends on the material and physical properties such as buffering properties and elasticity. Degree is desirable. If the rubber-like elastic plate 20 is too thin, the damping effect of the fastening method and the fastening structure of the present invention cannot be sufficiently exhibited, and the rubber-like elastic plate 20 is twisted or warped during elastic deformation due to external force or vibration. This is not preferable because it tends to occur and tends to inhibit the dispersion of force caused by shaking or deformation such as an earthquake.

  The vibration control panel 40 of the present invention is a semi-rigid foam synthetic resin plate 1s or a rubber-like structure using the fastening structure of the present invention for a frame of a certain size (referred to as a vibration control frame 41). A buffer plate such as the elastic plate 20 is assembled into a panel shape.

  There are three types of vibration control panels 40. One of them is, for example, on the wall of the first floor, between the pillars and the pillars, and laid and connected to the entire inter-pillar large space 4a constituted by the base 10 and the horizontal member 11. This is a long seismic control panel 40a. The other one is a joint damping panel 40b arranged between and connected to the joint portion of the small inter-column space 4b composed of the base 10 and the horizontal member 11 between the pillars. is there. The other is a general-purpose seismic control panel 40c that is arranged in a part of the height direction of the inter-column small space 4b or the large inter-column space 4a, and is connected and laid.

  The specific structural example is as shown in Embodiment 11 (FIG. 20) and Embodiment 12 (FIG. 21) described later. The seismic control panel 40 can be used for outer heat insulating houses, steel or wooden filling heat insulation (also called inner heat insulation for outer heat insulation), which currently occupies an overwhelming share in the detached housing industry, and conventional earth wall structures. All of wooden houses including the ones are targeted. And, it does not protrude from the outer peripheral surface of the structural frame, and exhibits the anti-seismic effect by being arranged and installed in the large inter-column space 4a or the small inter-column space 4b which is the inter-column space of the outer wall or partition wall. Let

  The push-in fixture 5 used for the vibration control panel 40 is firmly fixed to the buffer plate such as the semi-rigid foam synthetic resin plate 1s or the rubber elastic plate 20 together with the vibration control frame 41. The protrusions of the pressing fixture 5 are buried in these buffer plates, exerting a pressing force on the buffer plates, and forming the pressing resin region 30 and the compressive stress dispersion region 31 as described above. Demonstrate. Also, as described in the description of FIGS. 20 and 21, a pair of pressing fixtures 5 facing the front and back of the buffer plate are arranged, and a fixing material such as a hexagonal bolt nut 16e penetrating them is used. A fastening structure in which the buffer plate and the damping frame 41 are integrated together is adopted as the most preferable mode.

  Commercially available seismic control devices for wall surfaces include GVA (trade name, manufactured by IMO Co., Ltd.), MGEO (trade name, manufactured by Misawa Homes Co., Ltd.), Seacus (trade name, manufactured by Sekisui House Co., Ltd.) ), Vibration reduction kun (trade name, manufactured by Hitachi, Ltd.), etc., and as a vibration control device for the joint, there is a joint damper (trade name, manufactured by Konoike Gumi Co., Ltd.). In particular, the common features of these seismic control devices are: a) A large number of external wall surfaces and partitions in the X and Y axis directions as viewed from the plane of the building frame, since they use a rather expensive and complex seismic control mechanism. Of the wall surface, it tends to be limited to a total of about 2 to 10 pieces + α / door (2 stories, 40 tsubo) and a small number of installed wall surfaces (measures to reduce the financial burden of the owner). There is a tendency for performance variations between the wall surface and the unmounted wall surface or the room. B) A vibration control arm or vibration control breast is installed in the direction that intersects (opposites) the horizontal direction of the structural frame to catch the ground motion by the lever principle, and the deformation or vibration is applied to the vibration control section of the high vibration control rubber or oil damper. It consists of a complicated transmission structure for transmission, and the response time lag increases accordingly. C) It does not work or cannot be mounted on a wall surface that is narrower or wider than the standard specification inter-column distance, or a hanging wall or waist wall of an opening wall surface that is vulnerable to earthquake load or deformation. D) Because the seismic control mechanism works mainly by absorbing the deformation and vibration of the beam on the upper part of the first floor, the seismic control effect is taken from the second floor. E) When the horizontal deformation of the X and Y axes is twisted, the performance is likely to deteriorate. F) Since it operates on the principle of lever, concentrated load acts on the shaft assembly (joint part), making it unsuitable for wooden houses. G) There are many constraints as described above and the degree of free design is low. These issues are pointed out.

  On the other hand, the vibration control panel 40 of the present invention has the following advantages. B) Since the shock-absorbing plate and the vibration-suppressing frame 41 are simply assembled by using the push-in fixture 5 and the fastening material, etc., they are inexpensive and have excellent workability. B) The number of seismic control panels that can be equipped within a certain budget amount can be increased to the required walls on the second floor as well as the first floor, for example, so that the seismic balance is good and an excellent seismic control design is possible. . C) It can be directly attached to columns, studs, foundations, horizontal members and joints, and the deformation and vibration of the structural frame can be caught in real time by the individual push fixtures and foamed synthetic resin plate, and integrated with the structural frame. It is elastically deformed and restored, and exhibits a seismic control effect. D) Since it is installed between the pillars on the first floor wall surface, the deformation of the pillars is immediately transmitted to the shock-absorbing plate so that the vibration can be controlled in real time. Demonstrate. E) Since it does not involve a complicated transmission system as in the conventional product, it can be arranged on the narrow and wide wall surfaces, the hanging wall of the opening, and the waist wall, which are impossible with the conventional product. F) When twisting or meandering occurs in the deformation of the X-axis and Y-axis directions on the plan view of the building frame, Although this tends to cause performance degradation and malfunction, the present damping panel composed of a thick buffer plate (damping material) having a thickness of about 20 to 50 mm can exhibit stable damping performance. G) It is possible to design and manufacture a vibration control panel with a high degree of freedom that matches the structural frame and heat insulation structure (outside insulation or inside insulation). H) Excellent maintenance-free and maintainability.

  And this vibration control panel can be widely applied to both outer and inner heat insulation, whether it is new construction or renovation, outer wall surface or partition wall surface. Has advantages.

  In the description of the present invention, the projecting portion of the indentation fixture is obtained by screwing the foamed synthetic resin plate to the structural housing using the fastening material (special screw nail or the like). Is expressed by the expression “fastening”, in which the pressure resin region 30 or the compressive stress dispersion region 31 is formed by pressing the material into the foamed synthetic resin plate body and burying it. And the method of implementing the fastening said by this invention is expressed as the fastening method. In the description of the present invention, when this fastening method is omitted, a description may be made such that the foamed synthetic resin plate is disposed and fastened using the indentation fixture of the present invention. is there. Furthermore, in this invention, the structure comprised by this fixation is expressed as a fixation structure.

  On the other hand, for example, a conventional foamed synthetic resin plate is fixed to a structural housing using a fastening material (round nail or special screw nail), or a structural face material is fixed to the structural housing with a fastening material. In the case of fixing, these are referred to as general terms, fixing, fixing structure, fixing method, and both are used separately. Note that the term “fastening material” as a common term is used for fastening materials such as round nails and special screw nails.

In the following, in order to clarify the present invention more specifically, some embodiments and test examples will be described. However, these are merely examples, and the present invention is not limited to these specific examples. There are no restrictions.
(Embodiment 1)
FIG. 8 is a cross-sectional schematic diagram showing several examples of the fastening structure of the present invention when the ventilator edge 14 is fastened, comprising FIG. (A), FIG. (B) and FIG. (C). In FIGS. 4A to 4C, a structural face material 15 is arranged on a column 8 which is a structural housing 4, and a foamed synthetic resin plate 1 is disposed on a fastening surface of the structural face material 15. Has been.

FIG. 6A shows an extruded polystyrene (trade name, Kanelite Foam F3, thickness 40 mm, density 30 Kg / m ³ , manufactured by Kaneka Corporation) on the outer peripheral surface of the structural face material 15 as the foamed synthetic resin plate 1. ) And the push-in fixture 5 (diameter 40 mmΦ, height of projecting portion 12 mm, substantially spherical body, material: vinyl chloride) and screwed into the structural housing 4 with a special screw nail 2 (X point screw, length 80 mm) It was fixed. The protrusion 5c of the pressing fixture 5 having a diameter of 40 mmΦ was pressed and buried at a depth of 12 mm so that the base end surface of the pressing fixture and the surface of the foamed synthetic resin plate 1 were flush with each other. The fastening interval was 400 mm pitch. The force required to push in the projection tip 5c of the push fixture 5 corresponds to the vertical fastening strength of one push fixture 5, and this force is transmitted to the back side of the foamed synthetic resin plate 1; The fastening force and frictional force between the foamed synthetic resin plate 1 and the structural face material 15 are also improved, and the integral structure is remarkably strengthened. Further, in terms of structural mechanics, the presence of the 40 mm thick foamed synthetic resin plate 1 sandwiched between the ventilation cylinder edge 14 and the structural face material 15 in the fastening portion is regarded as a hollow portion and is substantially fastened. Although it is considered that the strength is lowered, in this embodiment, the distance corresponding to the hollow portion to the structural face material 15 is substantially 28 mm by pressing and embedding the protrusion tip 5c of the pressing fixture 5 by 12 mm. In addition to being reduced, as described above, the fastening strength is combined with the mechanical effect of the pressing resin region 30 and the compressive stress dispersion region 31 formed corresponding to the high pressing force of the pressing fixture 5. This is a significant improvement.

  Next, after fixing the push-in fixture 5, the ventilation trunk edge 14 (40 mm width × 18 mm thickness, Akamatsu) is attached to the ventilation trunk edge 14 at a fastening interval of 400 mm pitch using the special screw nail 2 (length 100 mm). And the foamed synthetic resin plate 1 were fixed so that the contact surface was flush. Since the conventional ventilator edge 14 does not bite into the foamed synthetic resin plate 1, it has been forced to fasten with a weak fastening surface pressure. In this embodiment, the upper surface (base part 5b) of the push-in fixture 5 is used. ) Can be used as a stable fastening base surface, so that the ventilating drum edge 14 and the foamed synthetic resin plate 1 (indentation fixture) can be used without being conscious of the biting of the ventilating drum edge 14 into the foamed synthetic resin plate 1. 5) and the structural housing 4 can be made into an integrated structure with a strong clamping force. As a result, the fastening strength of the ventilator edge 14 to which the outer wall material is attached is improved, and the fear of the outer wall material hanging down and peeling off can be greatly improved. In addition, in the conventional fastening method that is fastened with only a special nail through a round nail or a ventilating trunk edge, if a slight external force or deformation is applied, local tearing or damage to the fastening part will occur. In contrast to the drawbacks that are likely to occur, by adopting the fastening structure of the present embodiment, the mechanical action of the above-described pressing resin region 30 and compressive stress dispersion region 31 works, so that the foamed synthetic resin plate 1 is It is possible to follow and integrate with the deformation of the structural housing 4 so that it can be elastically deformed and elastically restored, and the synergistic effect of the seismic strength of the structural housing 4 and the energy absorption amount possessed by the foamed synthetic resin plate 1 is The amount of deformation (swing) and impact can be suppressed and mitigated.

FIG. 4 (b) shows a foamed synthetic resin plate 1 in which a foamed phenol resin (trade name, Neomafoam, thickness 35mm, density 27Kg / m ³ , surface reinforcing material PET nonwoven fabric stretched on both sides, manufactured by Asahi Kasei Construction Co., Ltd.). Fig. 8 (a) except that a special screw nail 2 (X point screw, length 100 mm) is used by using a push-in fixture 5 (diameter 50 mmΦ, height of the substantially flat plate-shaped protrusion 9 mm, material: vinyl chloride). The fastening structure is the same as that shown in FIG. In the foamed phenolic resin, the brittleness of the hard resin is reinforced with the surface reinforcing material 1a, but it is desirable to avoid local compression. Therefore, the diameter of the push-in fixture 5 is increased to 50 mmΦ, and the height of the protrusion is 9 mm. Thus, a fastening structure that reduces the local burden on the foamed synthetic resin by utilizing the tensile strength of the nonwoven fabric that is the surface reinforcing material 1a was obtained. For this reason, the press resin area | region 30 and the compressive-stress dispersion | distribution area | region 31 with a large flat area and shallow depth were formed.

  In the embodiment shown in FIG. 5B, the fastening area of the ventilator rim 14 can be improved because the base area 5b of the push-in fixture 5 is large. Further, after the ventilation trunk edge 14 was disposed, the ventilation trunk edge 14 and the push-in fixture 5 were fixed with a screw nail 16d and integrated. By doing so, the slip of the moisture permeable waterproof sheet 22 stretched on the surface reinforcing material 1a was suppressed, and the weight burden of the outer wall material suspended and suspended on the outer peripheral surface of the ventilator rim 14 could be reduced. Furthermore, in this embodiment, since an umbrella nail (trade name, umbrella screw 3641STR, manufactured by Wakai Sangyo Co., Ltd.), which is a push-in auxiliary projection 3, is driven into an appropriate position of the structural surface material 15 of the structural housing 4, The slip on the surface side of the face material 15 can be suppressed, and the integration of the structural housing 4, the foamed synthetic resin plate 1, the push-in fixture 5, and the ventilation trunk edge 14 is strengthened, and the fastening strength is improved.

FIG. 4C shows the use of rigid foamed polyurethane resin (trade name: Achilles board PE, thickness 30 mm, density 30 kg / m ³ , double-sided special moisture-proof paper, Achilles Co., Ltd.) as the foamed synthetic resin plate 1. 4 (e) and FIG. 7 (a), a pushing fixture 5 (diameter 45 mmΦ, height of the projection of the substantially dish-shaped body, material: vinyl chloride) having a thin nail 5g is used. The pushing fixture 5 is pushed in from the surface side of the ventilating drum edge 14 by the special screw nail 2 using the ventilating drum edge 14 fixed in advance on the fastening surface side of the ventilating drum edge 14 shown in FIG. The fixing tool 5 was penetrated and screwed into the structural housing 4 to be fixed. The buried depth is such that the base end portion 5b of the push-in fixture 5 and the surface of the foamed synthetic resin plate 1 are the same surface so that the fastening surface of the ventilator edge 14 does not bite into the surface side of the foamed synthetic resin plate 1. It was fixed to become. In this embodiment, since the special screw nails 2 for fixing the push-in fixture 5 and the ventilator edge 14 are shared, the number of use and the fixing process can be reduced as compared with the embodiment shown in FIG.

Further, on the structure housing 4 side of the foamed synthetic resin plate body 1 (that is, the surface side of the structural face material 15), an indentation auxiliary protrusion 3 (trade name, Taikoku, manufactured by Wakai Sangyo Co., Ltd.) is 400 mm in advance. Provided at intervals. Further, on the fastening surface side of the ventilator rim 14, the pushing projection 3 ′ shown in FIG. 7B (saddle-like streak x: 5 mm height × 10 mm width × 25 mm length) is used in advance. In this way, by adopting the indentation auxiliary projection 3 and the indentation projection 3 ′ on the front and back sides of the foamed synthetic resin plate body 1 to reinforce the fastening force of the ventilating drum edge 14 and the indentation fixture 5, In addition to the pressing resin region 30 and the compressive stress dispersion region 31 formed by the tool 5 in the foamed synthetic resin plate body, the slightly smaller pressing resin region 30 and the compressive stress dispersion region formed by the pressing auxiliary protrusion 3 and the pressing protrusion 3 '. The action of 31 can also be used, and it is preferable because it has a feature that a more stable and stronger fastening structure can be formed. Note that the fastening structures shown in the drawings are merely examples of many assumed embodiments, and various applications and modifications are possible.
(Embodiment 2)
FIG. 9 is a schematic cross-sectional view showing the difference in fastening strength between the conventional fastening structure (a) and (b) and the fastening structure of the present invention (c). This is illustrated in All the fastening materials were implemented using special screw nails 2. And, in the fastening structure with normal outer heat insulation, a moisture permeable waterproof sheet is disposed between the ventilator edge 14 and the foamed synthetic resin plate 1, but in the experiment in this embodiment, both The moisture permeable waterproof sheet 22 was omitted. In some cases, the structural face material 15 may be used, but in FIG. 9, these two members are omitted. The reason for this omission is to eliminate the influence due to the slipperiness of the moisture permeable waterproof sheet 22, omit the non-essential structural face material 15, and simplify the data as much as possible. This is for the purpose of clarifying the comparison due to the difference in the fastening structure from FIGS.

  The foamed synthetic resin plate 1 was measured using beaded polystyrene foam (trade name, Kanepal, expansion ratio 35 times, thickness 35 mm, manufactured by Kaneka Corporation).

  FIGS. 4A and 4B show a fastening portion of a conventional method, in which a foamed synthetic resin plate 1 is replaced with a special screw nail 2 (nail head diameter: 11.5 mmΦ, nail barrel diameter: 6 mmΦ). FIG. 5 is a schematic cross-sectional view of a spacer 9 that is screwed and fastened. Then, it represents applying a force in the direction indicated by the arrow X (the shear penetration direction of the nail head) (hereinafter sometimes referred to as a substantially vertical direction) orthogonal to the thickness direction of the foamed synthetic resin plate 1. Furthermore, (a) and (a) in the same figure show the force in the direction of the arrow Y (the tearing direction of the nail body) along the front and back surfaces of the foamed synthetic resin plate 1 (hereinafter, sometimes referred to as a substantially parallel direction). Represents adding.

  (B) and (b) also show the fastening portion of the conventional method, but a ventilator rim 14 (40 mm width x 18 mm thickness) is added to the structure of Figs. The structure is shown. That is, it is a cross-sectional view in which a special screw nail 2 (nail head diameter: 11.5 mmΦ, nail cylinder diameter: 6 mmΦ) is fixed to the intermediate pillar 9 via the foamed synthetic resin plate body 1 from the surface side of the ventilation cylinder edge 14. Then, it is indicated that a substantially vertical force indicated by an arrow X and a substantially parallel force indicated by an arrow Y are applied to the fastening portion constituted by the ventilator edge 14 and the special screw nail 2.

  FIGS. 3C and 3A show the fastening portion of the present invention, in which the foamed synthetic resin plate 1 is pushed into the fixing metal fitting 5 (outer diameter 30 mmΦ, the height of the round plate-shaped projection 5a is 10 mm. ), And is a schematic cross-sectional view secured to the stud 9 with a special screw nail 2 (nail head diameter 11.5 mmΦ, nail barrel diameter 6 mmΦ), and is a substantially vertical force indicated by an X arrow and an abbreviation indicated by an Y arrow. This shows that a force in the parallel direction is applied to the fastening portion composed of the push-in fixture 5 and the special thread nail 2.

  FIGS. 6A and 6B are results of applying a force in a substantially vertical direction indicated by an arrow X in FIGS. 4A and 4A, and the nail head 2a has the foamed synthetic resin plate 1 attached thereto. The shear through hole 1b when shearing through is shown. The measurement results of the fastening force at that time were 6, 1 kg. (A) and (c) are applied to a substantially parallel direction indicated by an arrow Y in (a) and (b) of FIG. It is a front view of the fixation part seen from the arrow direction of X). The force required for the nail body 2b to tear the plate to a width of 20 mm in the direction indicated by the arrow Y is 11 or 2 kg. It was not possible to restore elasticity. In addition, 25a is a tear trace. Thus, in the conventional fastening method shown in FIG. 5A, the shearing force of the nail head in the substantially vertical direction is low, and the fastening portion is easily formed with a substantially nail barrel diameter in the substantially parallel direction indicated by the arrow Y. No tearing or breakage was observed, and no restoration behavior was shown. In other words, in the conventional fastening method, after the foamed synthetic resin plate 1 is disposed on the structural housing, the step of fastening the ventilating cylinder edge is taken, but its strength is weak, and moreover, elastic deformation and elastic restoration are not possible. It was something I could not expect at all.

  (B) and (b) show that the structure shown in FIGS. (B) and (b) is loaded with a force in a substantially vertical direction indicated by an arrow X, and the nail head 2a is passed through the ventilating trunk edge 14. An experiment in which the foamed synthetic resin plate 1 is sheared through is shown, but since the fastening area of the ventilator edge 14 is very large, the shearing portion does not penetrate and the fastening portion screwed into the intermediate pillar 9 of the special screw nail 2 is provided. Measurement was impossible due to damage.

  (B) and (c) are front views of the fastening surface of the foamed synthetic resin plate body 1 as seen from the inter-column 9 side, as in FIGS. In the experiment (b) and (c), the force for tearing the fastening portion down to a width of 20 mm with the force in the substantially parallel direction indicated by the arrow Y is 28 , 5 kg. And after a tear, it was not able to restore | restore to a fastening position with the tear mark 25 produced. In addition, 25a is a tear trace. It is 28,5 kg against the breaking force of 13,5 kg in the same figure (a) and (c) described above. This is a difference due to the addition of a friction force in a direction substantially parallel to the resin plate 1. However, in practice, since a moisture-permeable waterproof sheet exists between the ventilating trunk edge 14 and the foamed synthetic resin plate 1, the actual fastening force is considerably lower than this measured value of 28.5 kg.

  Therefore, as shown in FIGS. 2B and 2B, although the fixing force in the substantially vertical direction indicated by the arrow X of the special screw nail 2 is sufficiently secured, in FIGS. As can be seen, it was confirmed that tearing or lateral displacement easily occurred with a slight force in a substantially parallel direction shown in the Y direction, and it was not possible to elastically restore the fastening position even if the force was removed.

  That is, in the fastening structure shown in FIG. 6A, the conventional fastening method shown in FIGS. 6A and 6B, the multi-dimensional direction such as a substantially parallel direction or a substantially vertical direction after a lapse of time. It turns out that the resistance against external force and vibration cannot be expected. Further, in the fastening structure of FIG. 5B, the outer wall material has the resistance of the ventilating cylinder edge against a large external force that attempts to peel the foamed synthetic resin plate 1 from the structural housing 4 in a substantially vertical direction. In the ventilator rim 14 which serves as both a fixing material and a material for forming a vent layer for the outside air, it is fixed with a weak surface pressure that does not bite into the fixing surface of the foamed synthetic resin plate 1 and does not cause unevenness. Since it is necessary, the nail barrel tears or laterally shifts easily due to the external force in the substantially parallel direction indicated by the arrow Y, and cannot be restored to the fixed position as it is. From these simple experiments, it can be seen that conventional exterior heat-insulated houses continue to receive external forces in various sizes, such as approximately parallel and approximately vertical, and vibrations with the passage of time. It is easy to understand that the damage to highly airtight and highly insulated lines increases with each earthquake.

  On the other hand, in the same figure (c) (b) which is an embodiment of the present invention, the same figure (c) (c) showing a state when a force in a substantially vertical direction indicated by an arrow X of the foamed synthetic resin plate 1 is applied. (B) shows the shear through hole 1b when the push-in fixture 5 is sheared through. The fastening force at that time was 56,8 kg. (C) and (c) are front views of the fastening portion as seen from the fastening surface side with the intermediate column 9 of the foamed synthetic resin plate 1 after applying force in the substantially parallel direction indicated by the arrow Y. is there. The force in the direction in which the nail body 2b is torn down to a width of 20 mm as indicated by the arrow is the fastening effect of the pressing resin region and the compressive stress dispersion region in the foamed synthetic resin plate 1 by the pressing force of the pressing fixture 5. The synergistic effect of improving the frictional force with the stud 9 was 68.5 kg. This is because the fastening part of the foamed synthetic resin plate 1 is elastically deformed downward by approximately 20 mm together with the special screw nail 2, but the fastening part on the foamed synthetic resin plate side is The fatal tear mark 25 does not occur, and it shows that the special screw nail 2 is almost elastically restored to the fastening position when the load is removed. At this time, a slight tear mark 25a shown in the figure is recognized at the fastening portion, but a fatal tear mark as shown in FIGS. (A) (c) and (b) (c) is It does not occur and the elastic resilience after repeated loading is ensured, and there is no problem in practical use. For example, the nail barrel diameter of the special screw nail 2 is increased and the nail barrel is bent in the future. It was observed that better results could be obtained if the strength was improved.

  In addition, this experiment is a measurement of the fastening force using a single independent fastening portion (fastening portion of the one-pressing fixture 5) as a model. Since the push-in fixture 5 and the ventilator edge 14 (or the ventilator edge 14a with the push-in protrusion) are adjacent to each other and are present side by side, one fastening part is intensively subjected to shearing damage or tearing damage. Before, all of the foamed synthetic resin plate body 1 is based on the pressing resin region 30 and the compressive stress dispersion region 31 formed by the pressing fixture 5 of each of the plurality of adjacent fastening portions, the ventilation trunk edge 14a with the pressing projection, and the like Stress distribution and stress transmission can be performed in the plate surface direction. Such a phenomenon spreads over the entire foamed synthetic resin plate, and the foamed synthetic resin plate itself can follow and integrate with deformation and restoration (or positive and negative amplitudes) of the structural casing as a whole, and can be elastically deformed and elastically restored. It becomes like this.

  Furthermore, in the above-described FIG. 9C showing an example of the fastening structure of the present invention, the foamed synthetic resin plate 1 is changed from the hard foamed synthetic resin plate 1r to the semi-rigid foamed synthetic resin plate 1s (trade name, The results of separately performing a test in place of Eperan, beaded foamed polyethylene, expansion ratio 30 times, thickness 35 mm, manufactured by Kaneka Co., Ltd. were as follows.

-In the test in which the push-in fixture 5 is sheared through with a substantially vertical force indicated by the arrow X in (c) and (b) in the same figure, a rigid foam synthetic resin as illustrated in (c) and (b) in the figure. No shear through hole was generated in the case of the plate body 1r, and the fastening site where the special screw nail 2 was screwed into the intermediate column was damaged (the screw nail pulling phenomenon), so the shear force could not be measured. That is, it was proved that viscoelasticity, tensile strength, and buffering property of the semi-rigid foam synthetic resin plate 1s are much larger than those of the hard foam synthetic resin plate 1r.

  2) A force in a substantially parallel direction indicated by an arrow Y in (c) and (c) in the same figure was applied, and the force in the direction in which the nail barrel 2 was torn 20 mm downward was 61.2 kg. As a result of further applying force and pushing down in the direction of tearing to about 40 mm, the fastening portion where the special screw nail 2 was screwed into the stud was broken, and the special screw nail 2 was pushed and bent and peeled off. Even at this time, the fastening portion of the semi-rigid foam synthetic resin plate 1s is elastically restored, and the tear mark 25 is slight and has no practical problem. Even in this test, the elastic deformation of the semi-rigid foam synthetic resin plate 1s, It was proved that the resilience and buffering properties are very excellent. From this result, when implementing the fastening method and fastening structure of the present invention, particularly in construction sites where high viscoelasticity, tensile strength, buffering properties, etc. are required (for example, joints), a rigid foam synthetic resin The purpose and effect of preferentially arranging the semi-rigid foam synthetic resin plate 1s in place of the plate 1r are obvious.

  In the above test, the tear width was set to ± 20 mm for the following reason when tearing in the substantially horizontal direction indicated by the arrow Y. In other words, when an outer insulation house of earthquake resistance class 1 with a floor height of 3000 mm as shown in FIG. However, the amount of interlayer displacement at this time corresponds to ± 100 mm. For example, in the case where ten pressing fixtures 5 are provided at equal intervals in the height direction of the foamed synthetic resin plate body having a floor height of 3000 mm, the number of the pressing fixtures 5 per one (per one fastening portion) The equivalent displacement amount is the breaking width (interlayer displacement amount) ± 100 mm ÷ 10 pieces = ± 10 mm / piece.

  This is because the indentation fixing tool 5 per one, at a minimum, elastically deforms and elastically restores the entire foamed synthetic resin plate body including the fastening portion by ± 10 mm in a substantially parallel direction, or the foamed synthetic resin. This means a positive and negative elastic displacement amount in which the fastening portion itself is elastically deformed by ± 10 mm without causing damage to the fastening portion of the resin plate body and elastically restored. Since various multi-dimensional elements and forces including a substantially parallel direction act on the actual fastening portion, a safety factor of at least twice is added, and in the present invention, the fastening portion of the present invention and ± 10 mm × 2 = ± 20 mm was simply determined as an index of the maximum amount of elastic displacement required by the foamed synthetic resin plate (hereinafter sometimes referred to as this amount of elastic displacement).

  Incidentally, if the fastening part and the entire foamed synthetic resin plate body can be elastically deformed and elastically restored within the range of the elastic displacement, the first objective of the present invention was damaged by several middle earthquakes. Even in this case, it is possible to maintain the performance of the outer heat insulating structure which is stable for a long time. In addition, the deformation force and shaking of the earthquake assumed in the second earthquake of the present invention, which is the middle earthquake, are suppressed and reduced to the optimum elastic deformation amount and elastic restoration amount within the range of the elastic displacement amount. Designing and selecting a wearing method and a fastening structure, it is possible to realize an outer heat insulation structure having the required anti-seismic performance.

Based on the above test results, assuming that the conventional earthquake-resistant and heat-insulated housing and the earthquake-resistant and non-seismic heat-insulated housing of the present invention are affected by an earthquake under the same conditions, the conventional earthquake-resistant and Anti-seismic and seismic control using the fastening structure of the present invention against the inter-layer displacement angle (inter-layer displacement) and impact that an insulated house (a structure in which elastic deformation and elastic restoration of a foamed synthetic resin plate do not function) will be subjected Interlaminar displacement angle (interlayer displacement) and impact that the outer heat-insulated housing (structure that functions elastic deformation and elastic restoration) will be greatly suppressed and reduced, and the safety factor of the above-mentioned fastening part is improved accordingly. However, it is understood that the durability of the fastening part and the entire building frame, which are assumed to be affected by several earthquakes, is greatly improved.
(Embodiment 3)
(Test methods and conditions)
FIGS. 10A and 10B are elevational front schematic views of a test housing 7 used for a test comparing the conventional method and the present invention. Using this test housing 7, a mini-model experiment simulating the in-plane shear test (the test method for the bearing wall and wall magnification) of the stigma and column base fixed type defined in the Building Standard Law was conducted. In the test method stipulated in the standard method, for example, a test case having a case size (1820 mm width × 2730 mm height) is used, and a positive horizontal test of a static horizontal load is performed. The implementation conditions and implementation status of the mini model experiment are as follows.

  1) The details of the test housing 7 are the same as the test housing 7a in the conventional fixing method shown in FIG. 10 (a) and the test housing 7b in the fastening method of the present invention shown in FIG. 3) of the test housing 7c described together. Each of these test cases 7 is firmly fixed to the floor concrete 55 with anchor bolts (16 mmΦ).

  In the test housing 7a, FIG. 10 (a) is a front view, and the rigid foaming is achieved by the fixing cross-sectional structure according to the conventional fixing method shown in FIG. Using a special screw nail 2 (70 mm length) with the synthetic resin plate 1r as a fastening material, three vertical rows (columns 8 and column 9) × 5 = 15 at the black circled positions shown in FIG. , 2 rows in a row (base 10, horizontal member 11) × 5 = 10, a total of 25.

  FIG. 10 (b) is a front view of the test housing 7b, and is a cross-sectional view taken along the arrow B in FIG. 11 (c) (b). The rigid foamed synthetic resin plate 1r is used with the indentation fixture 5 of the present invention (diameter: 45 mmΦ, substantially dish-shaped projection height: 12 mm, made of aluminum) and a special screw nail 2 (70 mm length) as a fastening material. 10 (b), there are three vertical rows (pillars 8 and studs 9) × 3 = 9, and two horizontal rows (base 10, horizontal member 11) × 9 = 18. A total of 27 books were fixed. The pushing fixture 5 was fixed so that all of the protrusions 5a were flush with the foamed synthetic resin plate 1 and buried (buried depth 34: 12 mm).

  The test housing 7c is a semi-rigid foam synthetic resin plate 1s tested by the fastening cross-sectional structure according to the fastening method of the present invention shown in FIG. 10 (b) as a front view and as shown in FIG. 11 (c) and (b). It was fixed in the same manner as the fixing method of the housing 7b. The number of fixing points was the same as that of the test case 7b, and the total number was 27.

2) The structural dimensions of each of the test housings 7a, 7b, and 7c were 910 mm wide × 1500 mm high (core distance).
3) The frame structure of the test housing 7 is composed of a pillar 8 made of 105 mm square square material, a base 10, a horizontal member 11, and a middle pillar 9 having a width of 105 mm and a thickness of 50 mm, and the base 10, the horizontal member 11 and the pillar. 8. The shaft assembly part of the stud 9 has a structure of a side insert 12 shown in FIGS. 11D and 11B, and a T-shaped metal piece 16c shown in FIGS. 11D and 11B (band steel 40 mm width × 6 mm thickness: T-shaped dimensions of 300 mm wide × 300 mm high) were sandwiched from both sides and fixed with hexagon bolts and nuts 16e (eight 10 mmΦ × 150 mm long).

  The purpose of this test was to fix (fix) the foamed synthetic resin plate with the horizontal interlayer displacement between the rigid foam synthetic resin plate 1r and the semi-rigid foam synthetic resin plate 1s, These are used in combination to avoid the effects of structural face materials, hole-down hardware, and seismic hardware, because it is necessary to understand the damage behavior of the fastening (adhering) part and the elastic deformation and elastic recovery behavior of the plate. I did not.

  4) The test method includes a test housing 7a shown in FIG. 10 (a), a test housing 7b shown in FIG. 10 (b), and a test housing 7c that are manually pulled to the left and right end faces of the horizontal member 11. And a positive / negative alternating force test that pulls the interlayer displacement 52 (displacement of ± 50 mm with respect to the gauge position 56) when the interlayer displacement angle 51 (1/30 rad), which is regarded as a safety limit, is set. Conducted once. Then, the deformation and restoration behavior of the rigid foam synthetic resin plate 1r or the semi-rigid foam synthetic resin plate 1s fixed (or fixed) to each test housing 7, and the elastic deformation and restoration of the fixing portion. Behaviors such as breaking, breaking, and breaking were observed. However, during the positive / negative alternating force test with a manual traction jack, the preparation of measuring instruments such as traction force was not in time, so the peak load amount during force application and the correlation between load and displacement during traction (general The numerical measurement of the stress-strain curve diagram, etc., was not possible, and it was performed by observing the tactile sensation of the tension of the pulling wire, visual observation, dynamic deformation of the foamed synthetic resin plate, and change in the restoring behavior. In addition, the traction speed was not constant because the traction was performed by a manual traction jack (estimated time required for one traction reciprocation: about 5 minutes).

5) Non-woven fabric (trade name: Borance 4101, 101 g / m ² product, manufactured by Toyobo Co., Ltd.) as the surface reinforcing material 1a was thermally bonded on both surfaces as the hard foamed synthetic resin plate 1r subjected to this test. Bead-method expanded polystyrene (Kanepal, expansion ratio: 35 times) was used. The dimensions of the rigid foam synthetic resin plate 1r were 1500 mm high × 910 mm wide × 40 mm thick.
As the semi-rigid foam synthetic resin plate 1s, bead method foamed polyethylene (Eperan, foaming ratio 30 times) was used, and no reinforcing surface reinforcing material was used. The dimension of the semi-rigid foam synthetic resin plate 1s was 1500 mm high × 910 mm wide × 40 mm thick.
(Test results and findings)
1) The first traction test of the test housing 7a, which is a conventional fixing method, has an interlayer displacement amount 52 when the positive / negative interlayer displacement angle 51 is approximately 1/30 rad with respect to the gauge position 56 of approximately ± 50 mm. As a result of first deforming the test housing 7a by pulling in the positive direction (right direction) under these conditions, the rigid foam synthetic resin plate 1r cannot be elastically deformed following the displacement of the test housing 7, In particular, tearing, damage and cracking of the nail hole of the special screw nail 2 were observed. In particular, among the five fastening members provided along the horizontal direction of the upper horizontal member 11, particularly, the left and right end fixing portions are severely broken, damaged, and cracked, and then the vertical fixing portion. There were severe tearing, damage and cracking of the fastening parts at the upper and lower ends of the 3 rows × 5, and the rigid foam synthetic resin plate 1r did not elastically deform by integrating with the deformation of the structural housing 7a. . Also, horizontal and vertical shifts and partial backlash (loosening) occur around the fixed portions of the left and right end portions of the rigid foam synthetic resin plate 1r and the horizontal member 11, and the fixed portion on the base 10 side. The same phenomenon was observed, but the degree of damage from the side of the horizontal member 11 was slight. It is determined that this is due to the fact that the towed portion is on both end surfaces of the horizontal member, and the amount of displacement increases.

  In addition, the damage of the fixed portion in the vicinity of the substantially central portion of the rigid foamed synthetic resin plate 1r fixed to the base 10, the horizontal member 11, the column 8, and the interposition column 9 is in the upper floor direction (horizontal member), It was smaller than the fixed part in the vicinity of the lower part (base tree), and no large tearing or cracking occurred. The difference in the damage due to the fixing position is a phenomenon that appears in proportion to the difference in deformation amount for each fixing position due to the deformation due to the pulling of the test casing, and the rigid foamed synthetic resin plate 1r is deformed by the deformation of the test casing 7a. This is an unavoidable phenomenon that occurs when fixing is performed by a fixing method that cannot be elastically deformed by tracking and integration. These are phenomena that are solved by adopting a fastening structure in which the rigid foam synthetic resin plate 1r can be integrated and elastically deformed following the deformation of the test housing 7.

  Next, in the negative pulling performed, the special screw nail 2 pulls the hard foam synthetic resin plate 1r in the positive direction when the maximum displacement 52 (+50 mm) in the positive direction is returned to the gauge position 56. It slides along the generated tears and cracks, and is almost restored to the mark position. Further, when pulling in the negative direction from the gauge position 56, slight breakage, damage, and cracking occurred as compared to when pulling in the positive direction. This is presumably because, when pulling in the positive direction, the fixed portion of the rigid foamed synthetic resin plate 1r is once loosened or cracked, and the fixing strength is lowered or loosened. The Furthermore, when the maximum displacement 52 (-50mm) in the negative direction is returned to the original mark position, the special screw nail slides along the tear marks and cracks and is almost restored to the mark position. However, lateral misalignment, vertical misalignment, rattling (slackness), etc. increased in the fixed part.

  As a result of returning to the gauge position 56 after pulling in these positive and negative directions, it was confirmed that there was a tendency to rupture, damage, and crack to the right with respect to the original fixing position. Due to the reinforcing effect of the surface reinforcing material 1a provided on the hardened synthetic resin plate, for example, a part of the plate body at the left and right corner portions of the upper end portion having a particularly high degree of damage is missing or dropped. The whole body 1r did not peel off from the fastening part (special screw nail) of the test housing 7 due to its own weight.

  As for the towing condition, first, the tension of the wire when pulling in the positive direction (right) was weak, and the tension during towing was not constant, and strong and weak waves were observed. This is considered to be caused by the variation in tension associated with the breaking, damage, and cracking of the fixed part. Next, the traction tension in the negative direction was more uneven and weaker than that in the positive direction. This is considered to be due to the loosening of the fractured part and the damaged fixing part during the traction in the positive direction.

  The restoring force when the first positive / negative maximum displacement 52 (± 50 mm) is returned to the gage position 56 is that the fixed portion of the foamed synthetic resin plate 1r and the whole plate 1r are integrated with the structural housing. When it is elastically deformed, it tries to restore it to its original position with a large elastic restoring force commensurate with it. However, in this test case 7a, although a small elastic restoring force corresponding to a small deformation amount of the fixed portion where the damage (deformation) of the central portion in the height direction is relatively small was exhibited, a large deformation amount is involved. The main fixing part (upper and lower horizontal members and the base tree vicinity, etc.) does not exhibit a large elastic restoring force corresponding to a large amount of deformation due to damage such as tearing, which is a great expectation of the present invention. It was not in a state where it could exhibit its anti-seismic performance (damage capacity).

  After the first positive / negative traction test, rattling (loosening) between the test housing 7a and the hard foamed synthetic resin plate 1r and displacement of the fixing position are confirmed visually or manually. Judged to be lost. For this reason, the restoring force is small, and by applying a slight traction force, the restoring point can be substantially restored to the original mark position 56, but the lateral deviation, the vertical deviation, and the looseness are enlarged. Based on these conditions, it was judged that the test could not withstand the third positive / negative alternating force test (cannot exhibit anti-seismic performance), and the test was terminated.

  From the above, in the test case 7a by the conventional fixing method, damage, breakage, and deterioration of the fixing part are remarkable in proportion to the amount of interlayer displacement, which is manifested by utilizing the elastic deformation force and restoring force of the foamed synthetic resin plate. The anti-seismic effect is hardly expected.For example, even when a relatively small medium earthquake hits, the fixed part can be easily damaged or damaged, and heat insulation and loss of airtightness are pointed out. The issue of insulated housing became clear.

  2) In the first traction test of the test housing 7b which is the fastening method of the present invention, the interlayer displacement 52 when the positive / negative interlayer displacement angle 51 is approximately 1/30 rad is substantially equal to the gauge position 56. First, when the test casing is deformed by pulling in the positive direction at ± 50 mm, the hard foamed synthetic resin plate 1 r is slightly delayed from the deformation of the test casing 7 but the maximum pulling amount (interlayer displacement +50 mm). ) Was observed to be elastically deformed by following and integrating. It is determined that the phenomenon that is pulled by this delay is due to the influence of the time lag that occurs because each fastening portion is elastically deformed.

  At the time of returning to the gauge position 56 after towing in the forward direction, the traction force required for restoration was not required, and it was easily restored to the standard position 56 with its own elastic restoring force in a state where the traction wire was loosened. This is considered that the rigid foam synthetic resin plate 1r and the fastening portion were elastically deformed during towing in the positive direction, and the elastic restoring force worked effectively. Furthermore, as a result of pulling to the maximum pulling amount in the negative direction (−50 mm), the deformation of the rigid foam synthetic resin plate 1r is slightly delayed along with the deformation of the test casing 7 observed even when pulling in the positive direction. It was observed that the follow-up integrated and deformed. After pulling in the negative direction, when returning to the gauge position 56, it was easily elastically restored by itself as in the positive direction.

  Since then, the same situation as the first time was observed in the second and third tractions. Although the amount of follow-up deformation of the foamed synthetic resin plate 1r is slightly less and the traction force is slightly reduced over time, no fatal cracks, cracks, etc. as shown in the test of the test housing 7a occur, and after the test Was almost elastically restored at the gauge position 56. There was no difference in tension between the positive and negative directions of the wire pulling tension, and the pulling tension was evenly pulled without any wave. In addition, after the test, as a result of disassembling the push-in fixture 5 of the fastening portion, the effect of the tensile strength of the surface reinforcing material 1a stretched on both surfaces is utilized, and damage to the tear mark 25a is caused in a part of the pressed resin region 30. However, it was judged that the anti-seismic effect, which is the object of the present invention, was exerted. .

  3) As a result of the first positive / negative alternating traction test using the test housing 7c, the semi-rigid foam synthetic resin plate 1s was integrated with the test housing 7c. Thus, there was no problem in practical use due to elastic deformation and elastic recovery. The wire pulling state is pulled in a uniform load state from the gauge position 56 to each positive and negative displacement amount (± 50 mm), and when returning from the positive / negative elastic deformation position (± 50 mm) to the gauge position 56, respectively. The elastic restoring force of the slab was able to restore smoothly and easily by itself, and an effective anti-seismic effect was confirmed. In the second and third positive / negative alternating tests that were subsequently conducted, the same behavior as in the first test was observed, and no abnormality was observed. For reference, 4, 5 and 6 positive / negative alternating tests were additionally performed, but no abnormality was observed, and normal elastic deformation and elastic restoration were reproduced.

  Furthermore, as a severe overload test of this test method, the interlayer displacement angle 51 is set to approximately 1/20 rad (interlayer displacement ± 75 mm) exceeding the normal safety limit of 1/30 rad, and positive and negative alternating traction is performed under these conditions. Each test was performed three times. As a result, even in the third traction test, no abnormality was observed in the elastic deformation, the semi-rigid foam synthetic resin plate 1s during restoration, and the fixing portion, and the test point was restored to the mark position 56 at the end of the test. A slight vertical shift and lateral shift were confirmed, but there was no effect on heat insulation and airtightness. In the disassembly confirmation of the fastening portion of the plate body after the test, a tear mark 25 in which the nail hole of the special screw nail on the fastening portion side of the semi-rigid foam synthetic resin plate body 1s was expanded to the left and right was visually observed. However, there was no major breakage, no cracks, and no practical problems were observed, and the special screw nail 2 was not peeled off or dropped off.

  From this test result, for example, even if it is assumed that the building housing 50 has been damaged by an interlayer displacement angle larger than the interlayer displacement angle (1/30 rad) exceeding the safety limit, the semi-rigid foam composite comprising the fastening structure of the present invention is used. The resin plate 1s has effective buffering, viscoelasticity, and tensile strength, and exhibits an anti-seismic property while increasing the interlayer displacement angle (1/30 rad), which is considered a safety limit of the structural frame. It will also function as a reinforcing material (protective protector) that suppresses and protects the shaft assembly of the structural frame such as the mouth, and greatly reduces or alleviates the risk of the house collapsing at once. It is expected.

In addition, this time, it is a test by the simulated in-plane shear test method (static test method) of the stigma and pedestal, but other test methods for seismic resistance, vibration control and durability. However, if the evaluation test of the outer heat insulation structure having the fastening structure of the present invention is further performed by a new energy method (dynamic evaluation method) which is a more practical test method, the conventional static test It is expected that a lot of knowledge related to the new earthquake resistance and damping properties of the fastening structure of the present invention and the high durability of the outer heat insulation structure, which cannot be clarified only by the method (bearing wall amount etc.), will be obtained. The In particular, in the future, as the direction of exterior heat-insulated houses toward long-term excellent houses is increasing, the evaluation method of the new energy method is a highly reliable test method for the fastening structure and fastening strength of the foamed synthetic resin sheet 1. Expected to become more and more important.
(Embodiment 4)
FIG. 12 is a partially cutaway perspective view showing an embodiment including a casing structure of an outer heat insulating structure according to the present invention, in the case where an outer wall material is stretched. The figure shows an outer heat insulating structure of a wall surface portion having a structure in which a bearing wall is not provided by a structural face material 15 or the like, and includes a pillar 8, a pillar 9, a base 10, and a horizontal member 11 (not shown) constituting the structural housing 4. A foamed synthetic resin plate 1 is pushed into the outer peripheral surface of a brace or bracing (not shown), and a legged push-in fixture 5 'is used from the surface side of the foamed synthetic resin plate 1 using a special screw nail 2. Then, it is screwed and fixed to the structural housing 4.

  Further, the ventilator edge 14 is fastened by the special screw nail 2 along the pillars 8 and the intermediate pillars 9 through the foamed synthetic resin plate 1, and the outer wall material 17 is suspended on the outer peripheral surface of the ventilator edge 14. Between the outer wall material 17 and the foamed synthetic resin plate 1, an air ventilation layer is formed due to the presence of the ventilation cylinder edge 14.

In this embodiment, as an example of the foamed synthetic resin plate 1, a surface reinforcing material 1 a (trade name: Borans 4061N) for reinforcement on both surfaces of extruded foamed polystyrene (Kanelite foam F3, thickness 40 mm, density 30 Kg / m ³ ). A polypropylene non-woven fabric: 70 g / m ² , manufactured by Toyobo Co., Ltd.) was used. In general, a foamed synthetic resin is weak against local compression and easily damaged locally, but has an elastic force as a plate. However, it is not easy to elastically deform the entire large rectangular plate having a height of 3000 mm × 910 mm width × 40 mm thickness as in this embodiment. For example, the force required to deform the plate body into a substantially parallelogram shape while suppressing breakage and peeling of the fastening portion up to ± 100 mm with respect to a height of 3000 mm becomes large. In this embodiment, the pressing fixture 5 (an outer semi-circular steel press product having an outer diameter of 45 mmΦ x a protrusion height of 12 mm; hollow shape) (see FIG. 4C) is used to mount the base 10 and the horizontal mount. It was fixed along the material 11 (not shown), the pillars 8 and the studs 9. It should be noted that an example in which a pressing assist projection 3 (bevel screw: 3641STR) is provided in advance on the structure housing 4 side to reinforce the fixing force of the pressing fixture 5 is provided. This push-in assist projection 3 may be appropriately adopted as necessary.

  In this embodiment, for the purpose of better fastening, the upper and lower corners of the foamed synthetic resin plate 1 are provided with leg-attached push fixtures 5 ′ (outer diameter 45 mmΦ × projection height 15 mm, vinyl chloride. (See FIG. 5 (a)) is fastened with the special screw nail 2, and then the ventilating cylinder edge 14 is fastened to elastically deform the vertically elongated synthetic resin plate body 1 used. I was able to restore it. Furthermore, since a large load is likely to be applied to the lower end and upper end of the foamed synthetic resin plate 1 during deformation, the reinforcement for reinforcing the fastening surfaces of the push fixture 5 and the legged push fixture 5 'is recommended. The example which provided the tape-shaped sheet material 43 of this is shown.

  The connecting portion of the foamed synthetic resin plate 1 is sealed with a conventionally used airtight tape 23 (trade name: butyl tape 4420, width: 50 mm, thickness: 0.75 mm, manufactured by Takahashi Co., Ltd.). Airtightness is ensured.

  Further, in this embodiment, when the pushing auxiliary projection 3 or the pushing projection-provided ventilation trunk edge 14a provided with the pushing protrusion 3 'on the fastening surface of the ventilation trunk edge 14 is adopted, the pushing fixture 5 (leg The number of attached pressing fixtures 5 ') can be reduced as compared to the case where they are not used.

  Further, in the foamed synthetic resin plate 1 having the conventional fastening structure, as a matter of course, the strength and function as the load-bearing wall material are not exhibited like the structural face material 15, but the fastening structure of the present invention. By doing so, the foamed synthetic resin plate body 1 is elastically deformed by following the deformation of the structural housing 4, and thus the proof stress expressed at this time corresponds to the vibration control performance and the load-bearing wall amount.

Therefore, the fastening structure of the present invention functions as a structural face material in which the foamed synthetic resin plate 1 itself has seismic energy absorption, heat insulation performance, and elastic resilience without using the structural face material 15. Therefore, a part or all of the conventional structural face material can be omitted if official approval or the like is obtained.
(Embodiment 5)
The example shown in FIG. 13 is a cross-sectional view of a casing showing another example of the embodiment of the outer wall surface composed of the outer heat insulating structure of the present invention. FIG. 4A shows a foamed synthetic resin plate 1 having a structural face material 15 fixed to the outer peripheral surface of the structural housing 4 as a load bearing wall and fixed to the outer peripheral surface by the fixing method of the present invention. The outer wall material is suspended and fastened through the ventilator edge. In particular, since the shearing board, which is a structural face material, has a significant decrease in frictional force and fastening force with the foamed synthetic resin plate 1 as compared with a structural plywood or the like, the pushing auxiliary projection 3 or the pushing projection 3 on the fastening surface. It is desirable to provide '. Although detailed implementation contents are omitted because they are similar to those of Embodiment 4, in this embodiment, as an example of the foamed synthetic resin plate 1, the surface side of extruded polystyrene foam (Kanelite foam F3, thickness 40 mm, density 30 Kg / m ³ ) is used. A surface reinforcing material 1a for reinforcement (trade name: Borans 4051N, non-woven fabric: 53 g / m ² , manufactured by Toyobo Co., Ltd.) was thermally bonded. In order to reinforce the fastening portion of the foamed synthetic resin plate with the indentation fixture 5 (or the indentation fixture 5 ′ with a fixed leg), a square patchwork sheet 42 (80 mm × 80 mm square, thickness: 0.5 mm) Adhesive material rubber sheet).

As another contrivance that follows the structural housing 4 and integrates and elastically deforms and elastically restores and secures airtightness, the longitudinal and lateral connecting portions of the vertically long synthetic resin plate body 1 are the same as described above. As shown in the figure (b), it is desirable to provide the phase difference joint 1f because it can cope with aging and daily expansion and contraction, and can be easily elastically deformed and restored in the event of a disaster, and the loss of airtightness can be suppressed.
(Embodiment 6)
The embodiment shown in FIG. 14 represents another embodiment of the outer heat insulating structure of the present invention, and is a construction plan schematic diagram showing a state before the ventilator edge is fastened. Foamed synthetic resin plate 1 disposed on the outer wall surface and the like on the outer wall surface, where stress concentration and multi-dimensional deformation are likely to be concentrated on the building frame 50 during an earthquake, and damage is likely to occur. The resin plate body 1 is made of a different material, and each is disposed at an appropriate position in order to provide a more desirable outer heat insulating structure.

  Usually, the wall in the vicinity of the central part of the building housing 50, such as the entrance and exit corners, the opening 53 such as a window, and the through pillar, etc., is subject to stress concentration (concentrated load) and multidimensional deformation and damage. These structural housings 4 are easily received, and a large number of structural face materials 15, bracings, seismic hardware, reinforcement hardware, and the like are arranged for earthquake countermeasures. For this reason, the foamed synthetic resin plate 1 disposed in these parts is also susceptible to large deformations, vibrations, and damages, like the structural casing 4, and is more elastic than the other part of the wall surface in order to prevent damage. It is desirable to take measures such as facilitating deformation and facilitating restoration.

  Here, FIG. 5A is a schematic plan view of the construction of the wall surface structure of the building showing the embodiment of the present invention, and the wall surface portions such as the entrance corner, the exit corner, the opening 53, and the vicinity of the central portion. This is an example in which a buffer plate such as a semi-rigid foam synthetic resin plate 1s or a rubber-like elastic plate 20 is provided in place of the standard hard foam synthetic resin plate 1r. However, in the following description, an example using the semi-rigid foam synthetic resin plate 1s will be described as a representative. The semi-rigid foam synthetic resin plate 1s itself mainly buffers and suppresses deformation and vibration, and also suppresses and reduces deformation and vibration of the standard specification rigid foam synthetic resin plate 1r. The entire outer peripheral wall surface including the entrance corner and the exit corner formed on the side wall surface or the flat side wall surface has a structure capable of elastic deformation and restoration without difficulty. These outer peripheral surfaces are sealed with an airtight tape 23, covered with a moisture permeable waterproof sheet 22 (not shown), and then fastened by a ventilation drum edge 14 or a ventilation drum edge 14a with a pushing projection.

As an example of such a structure, for example, a hard foamed synthetic resin plate 1r that satisfies the heat insulation specifications is provided on the wall surface except the entrance corner, the exit corner, the opening 53 such as a window, and the vicinity of the approximate central portion such as a through pillar. (Example: Kanelite Foam F3, thickness 40 mm, density 30 Kg / m ³ ) is disposed, and as a part of the semi-rigid foam synthetic resin plate 1 s on some wall surfaces such as the entrance corner and the exit corner, A state where foamed polypropylene (trade name: Eperan PP, thickness 40 mm, density 25 Kg / m ³ , manufactured by Kaneka Corporation) is disposed and fixed with the push-in fixture 5 is shown. However, it is a construction plane schematic diagram before the ventilation trunk edge 4 is disposed. In addition, the interposition pillar 9, the structural surface material 15, and the moisture-permeable waterproof sheet 22 are not illustrated.

  In this case, the thickness of the rigid foam synthetic resin plate 1r and the semi-rigid foam synthetic resin plate 1s should be the same as the ventilation cylinder edge and the finished surface of the outer wall material stretched on the synthetic resin plate 1. Therefore, it is desirable to have the same thickness (in this embodiment, for example, 40 mm thickness). As a result, the heat insulation performance of the construction site of the semi-rigid foam synthetic resin plate 1s tends to be insufficient. In order to compensate for the insufficient heat insulation performance, the filled heat insulating material 60 was used from the inner wall surface side.

As this filled heat insulating material 60, for example, a commonly used glass fiber heat insulating material (for example, density 16Kg / m ³ ) is used, and heat insulating reinforcement is performed with a filled heat insulating structure (inner heat insulating structure) filled on the inner wall surface side. Carried out. This is preferable because the difference in the heat insulation performance between the construction site of the rigid foam synthetic resin plate 1r and the site of construction of the semi-rigid foam synthetic resin plate 1s is eliminated. The type of the filling heat insulating material 60 may be a foamed synthetic resin plate other than a fiber-based heat insulating material such as glass fiber, or an on-site blown urethane foam, and is not particularly limited.

FIG. 4B is an example of a schematic cross-sectional view in which a semi-rigid foam synthetic resin plate 1 s is used at a protruding corner and is fixed by a pressing fixture 5. (However, interior materials are omitted.)
FIG. 2C is an example of a schematic cross-sectional view of a construction in which a semi-rigid foam synthetic resin plate 1 s is used at a corner and fastened with a pressing fixture 5. The site and area where the semi-rigid foam synthetic resin plate 1s is used may be appropriately selected from the structure of the building housing 50, the seismic strength, the required vibration control performance, and the like. In order to reinforce the fixing of the semi-rigid foam synthetic resin plate 1s in addition to the structural housing 4 such as the columns 8 and the inter-columns 9 in the fixing portion of the semi-rigid foam synthetic resin plate 1s, It is possible to obtain a good effect by providing a dedicated fastening member such as the fastening member 8a shown in the drawing as needed and firmly fastening it.

  In place of the abutting structure of the entrance corner and the exit corner that are formed by abutting the two semi-rigid foam synthetic resin plates 1s shown in FIG. Use of molded products with the corners of the corners and the corners of the protruding corners formed into L-shaped corner pad shapes (not shown), or the use of workpieces that have been bonded in advance improve workability and multidimensional It is desirable because the strength and elastic restoring force as a direction external force and deformation receiving material can be improved and the gap can be prevented.

  These semi-rigid foam synthetic resin plates 1s can be elastically deformed and restored sufficiently following a displacement angle larger than an interlayer displacement angle (1/30 rad), which is a standard of the safety limit of the structural housing 4. Also, the amount of energy absorption is large. As a result, the damping effect and the tensile strength (toughness) of the semi-rigid foam synthetic resin plate 1s not only greatly exerts the vibration control effect but also the shaft assembly part (joint part) of the structural housing 4 and the structural It is expected to function as protective equipment that suppresses sudden collapse of the house that occurs when the fastening part of the face material breaks down, or as a connecting material. In addition, the semi-rigid foam synthetic resin plate 1s of the present invention is partially adopted at the corners of the outer peripheral wall such as the entrance corner and the exit corner. It can also be carried out as appropriate for renovation, and it can be expected that this implementation will exert a great vibration control effect.

Furthermore, as another embodiment using the semi-rigid foam synthetic resin plate 1s, by adopting an outer heat insulating structure in which the semi-rigid foam synthetic resin plate 1s is disposed on the entire outer peripheral wall surface, the earthquake resistance and vibration control properties are achieved. Can be further improved. In this case, the determination of specifications such as the material of the semi-rigid foam synthetic resin plate 1s, the expansion ratio, the thickness, etc. gives top priority to the optimum design values that can exhibit the optimum earthquake resistance and damping required for the building housing 50. As a result, for the shortage of heat insulation performance that occurs between the heat insulation standards stipulated for each of the 1 to 5 areas of the energy conservation standard, the filler insulation 60 and the like are inserted from the inner wall surface into a large space between the columns and the pillars. A highly heat-resistant and anti-seismic heat-insulated house can be realized by using a heat insulation structure that uses both external heat insulation and internal heat insulation to fill the space.
(Embodiment 7)
The embodiment shown in FIG. 15 and FIG. 16 represents another embodiment which is the outer heat insulating structure of the present invention, and FIG. 15 is a front standing view showing a state before the ventilator edge is disposed. In the schematic view of the plane, the inter-column 9 is omitted.
When the structural frame 4 is subjected to various horizontal external forces and vibrations, the largest deformation and damage are the key points of the shaft assembly method composed of the base 10, the column 8, the intermediary column 9, the horizontal member 11, and the like. It is a certain part. The joint portion has an upper corner portion and a lower corner portion. Hereinafter, the upper corner portion may be referred to as an upper joint portion and the lower corner portion may be referred to as a lower joint portion.

  In addition, the joint part said by this invention shall refer generically to the joint consisting of a pillar, a stud, a base, various horizontal members, and the site | part vicinity of a joint. The main point of earthquake countermeasures for detached houses, including these external insulation houses, is how the joints are protected by earthquake-resistant structures and vibration control structures. Seismic hardware and hole-down hardware have been concentrated, but the performance limits are as described above.

  In this embodiment, a buffer such as a semi-rigid foam synthetic resin plate 1s or a rubber-like elastic plate 20 is used as a substitute for the hard foam synthetic resin plate 1r using the fastening method of the present invention at the main joint. Preferentially arrange the plate. By this, the deformation force and vibration energy are absorbed mainly by the buffer plate, the deformation and shaking of the entire structural frame 4 are suppressed (damping), and the rigid foam composition is arranged in connection with other wall surfaces. The deformation and vibration of the earthquake acting on the resin plate 1r are suppressed and reduced to ensure the resistance and vibration control of the entire outer heat insulating structure and to suppress the deterioration of heat insulation and airtightness over time for a long time.

  FIG. 15 is composed of FIGS. (A) to (d). A buffer plate is disposed and fixed to the joint portion of the wall surface of each of these various types of building housings 50. It is an embodiment of the outer heat insulation structure of the present invention which intends to exhibit damage suppression and the effect of seismic control of the entire building housing 50.

  FIG. 4A shows a lower joint formed by the base 10, the column 8 and the inter-column 9 formed on the entire wall surface of the first floor, and an upper joint formed by the horizontal member 11, the column 8 and the inter-column 9. Are respectively connected in a band shape, and an example in which a buffer plate is disposed is shown. Rigid foam synthetic resin plate 1r is connected and secured to the entire wall surface (the central portion of the inter-column space in the height direction of the floor) except for the construction site of the buffer plate to form an outer heat insulating structure. ing. As the semi-rigid foam synthetic resin plate 1s used as the buffer plate, for example, foamed polyethylene having a high buffering property (trade name: Eperan, 30 times product, 1820 mm width × 400 mm height × 40 mm thickness, manufactured by Kaneka Corporation) ) And a push fixture 5 (example: outer diameter of the base end shown in FIG. 4 (f): 45 mmΦ × projection height 12 mm outer diameter 15 mmΦ The four recessed portions 5q are provided). On the other wall surface, for example, a foamed phenol (e.g., neoma foam, thickness 40 mm) excellent in heat insulation is used as the rigid foam synthetic resin plate 1r, and the pressing fixture 5 (e.g., outer diameter: 35 mmΦ x protrusion height 8 mm). It was fixed with a substantially spherical shape.

  Thus, the seismic resistance and vibration control of the semi-rigid foam synthetic resin plate 1s disposed in the upper and lower joints mainly function to absorb (attenuate) deformation and vibration of the structural frame. ) By suppressing, it is possible to reduce the burden (elastic deformation, restoration amount) of the fastening part of the rigid foam synthetic resin plate 1r, which is slightly brittle to large deformations and concentrated loads, and stable and highly insulated and highly airtight over the long term Sex can be maintained. In this way, problems such as differences in the vibration control effect between the flat parts of the building (between rooms) found in conventional vibration control devices are alleviated, and the entire building exhibits balanced and high-performance anti-seismic performance. It can be done.

  The same figure (b) has the same effect as the figure (b). The buffer plate is provided in the upper and lower joints of the first floor entrance and exit corners, the vicinity of the through pillars and the opening, and the lower joint part. This is done by discontinuous arrangement. As the semi-rigid foam synthetic resin plate 1s, for example, foamed polypropylene (Eperan PP, 30 times product, 910 mm width x 500 mm height x 45 mm thickness, manufactured by Kaneka Corporation) with higher energy absorption than the foamed polyethylene is arranged in a band shape. In addition, the other wall surface is provided with a foamed phenol (eg, neoma foam, thickness 45 mm) which is the hard foamed synthetic resin plate 1r. The indentation fixture 5 was the same as that used in FIG.

  The required vibration control performance includes the structure of the building housing 50, weight, center of gravity, stiffness, eccentricity, resin type of buffer plate, properties such as expansion ratio, etc. Select by optimizing and suppressing vibrations from the combination of the shape of the push fixture, the number of fastenings, etc. Is done. Also, under certain conditions consisting of resin type, expansion ratio, thickness, shape of the push fixture 5 and the number of fastening, etc., for example, the width of the buffer plate and the shape and fastening interval of the push fixture are constant. In this case, the height of the buffer plate and the vibration control effect are in a substantially proportional relationship, and by increasing / decreasing the height, the number of wall surfaces of the buffer plate can be increased or decreased. Optimization design may be performed as appropriate.

  In the figure (C), stress concentration, deformation and damage are likely to concentrate on the upper joint part of the wall structure on the first floor, especially on the structure of the building housing 50, especially in the upper joint part. An example of the semi-rigid foam synthetic resin plate 1s having excellent energy absorption as a buffer plate mainly disposed only in the upper joint portion on the first floor, Eperan PP used also in FIG. A 30-times product, 1820 mm wide x 500 mm high x 45 mm thick are arranged and connected in a belt shape and fastened to show an effective anti-seismic effect. The hard foam synthetic resin plate 1r and the push-in fixture 5 other than the upper joint portion on the first floor were the same as the products shown in FIG. Since it is also excellent in terms of workability and cost, it can be implemented as appropriate.

  In the same figure (D), a semi-rigid foam synthetic resin plate 1s as a buffer plate is provided on the upper joint of the wall on the second floor as well as the upper joint of the first floor, for example, Eperan, 30 times. This is an example of a structure covered in a strip shape using a product, 1820 mm wide × 450 mm high × 45 mm thick. By adopting this structure, it is desirable to increase the effect of suppressing the vibration of the second floor part where the vibration is larger than the first floor. In addition, when the second floor part is made to be earthquake-resistant and vibration-damping structure, it is not necessary to have a special structure, as with the first floor part, the workability is as simple and can be constructed at low cost. Thus, by suppressing the shaking of the first and second floors, the risk that the house collapses at once is greatly reduced, and the safety, safety and durability are highly improved, which is a very preferable embodiment. The hard foam synthetic resin plate 1r and the indentation fixture 5 were the same as those shown in FIG. In addition, such a structure does not dismantle the entire surface of the outer wall material, even when heat-insulating and anti-seismic renovation of an existing externally insulated house with low anti-seismic properties, and the outer wall in the vicinity of the joint. It also has the great convenience that it can be constructed easily and at low cost by disassembling and repairing part of the constituent materials and part of the outer heat insulating material.

  FIG. 16 is a construction detail view of FIG. 15, and is composed of FIG. The figure (a) is an elevation plane detailed drawing of the A arrow part of Drawing 15 (b). (2) in the figure is a semi-rigid foam synthetic resin plate 1s (foamed polypropylene, eperan) as a buffer plate on the upper and lower joints of one wall consisting of pillars-intermediate-columns. PP) is disposed and fastened in a band shape, and the hard foamed synthetic resin plate 1r (foamed phenol, neoma foam) is continuously disposed and fastened to the remaining wall surfaces. In addition, the wall surface (1) and wall surface (3) in the figure are standing upright with rigid foamed synthetic resin plate 1r (foamed phenol, neoma foam) disposed on the entire outer peripheral surface between the pillars-inter-columns-columns described above. It is a surface front view.

  In addition, if necessary, a fastening material 8a for fixing a buffer plate or a hard foam synthetic resin plate between pillars or between pillars or between pillars and pillars between pillars (example: 60 mm regular square Akamatsu) If it is provided, improvement of anti-seismic properties such as complementation of elastic deformation and restoration of the foamed synthetic resin plate body is expected, it may be carried out as appropriate.

FIG. 4B is a schematic cross-sectional view taken along the line B-B of FIG. 4A, in which the semi-rigid foam synthetic resin plate 1s and the rigid foam synthetic resin plate 1r are connected to each other by an interphase coupling 1f. Is shown. And when there is a concern about insufficient heat insulation of the construction site of the semi-rigid foam synthetic resin plate 1s, for example, in the inter-column small space 4b between the columns 8 and the inter-columns 9, for example, the filling heat insulating material 60 (example) : Glass fiber 16Kg / m ³ product) is filled from the inner wall surface side, and the cross-sectional structure in which the interior material 61 is disposed is shown. The filling height of the filling heat insulating material 60 is desirably slightly larger (eg, 550 mm) than the height of the buffer plate (eg, 500 mm) in order to prevent thermal deficiency. As appropriate, it is carried out by pressing with the fastening member 8a or the interior material 61. The filling heat insulating material 60 is not limited to a fiber heat insulating material, and may be a foamed synthetic resin plate or an in-situ blown polyurethane foam, and is not particularly limited.

  The figure (c) is a CC cross-sectional schematic diagram of the figure (a), and the fixation structure of the base 10 and the semi-rigid foam synthetic resin plate body 1s is the pushing fixture 5 and the pushing auxiliary projection 3 (for example, It is fastened with a structure that is clamped by a drum drum (outer diameter 15Φ × 6 mm height) to enhance the integrated strength with the structural housing 4 and exert a vibration control effect. It should be noted that it is desirable to use a phase-fitting joint 1f for the connecting portion of the rigid foam synthetic resin plate 1r and the semi-rigid foam synthetic resin plate 1s to be connected in terms of heat insulation and airtightness. It may be used.

  In addition, as described above, the required thickness of the outer heat insulating material in cold regions (1 to 2 areas of energy saving standards) exceeds the maximum heat insulating material thickness of 50 mm (example: extruded polystyrene foam) of the first layer, which the industry provides. Therefore, although it is made with a two-layer stretched outer heat insulating structure, the problem of durability (seismic resistance) of the fastening portion is unsolved and is hardly practically used.

  In view of the actual situation, in the present invention, for example, according to the embodiment shown in FIGS. The rigid foam made of the fastening structure of the present invention is disposed on the remaining wall surface except for the joint portion by placing the semi-rigid foam synthetic resin plate 1s (for example, the maximum thickness of 50 mm) having the fastening structure of the invention. A synthetic resin plate 1r (for example, a maximum thickness of 50 mm) is disposed to form a first outer heat insulating material layer having the anti-seismic performance required by the building housing 50. Next, as the second outer heat insulating material layer, the hard foamed synthetic resin plate 1r having the fastening structure of the present invention is disposed on the entire outer peripheral wall surface, and the two-layer tension-resistant / damping outer heat insulating structure of the present invention is provided. To complete.

2) In the same manner as the first outer heat insulating material layer of 1), first, the building
The first outer heat insulating material layer (eg, maximum heat insulating material thickness 50 mm) having the vibration control performance is formed, and the second heat insulating material is not provided without providing the second outer heat insulating layer. For example, a fiber-based heat insulating material (eg, glass fiber heat insulating material, density 16 Kg / m ³ ) is filled in a small space between columns or a large space between columns, ensuring a predetermined heat insulating performance, A heat-resistant and anti-seismic heat insulation structure that combines the construction method and the conventional inner insulation method will be completed. Alternatively, it may be combined with a conventional inner heat insulation method in which a foamed synthetic resin plate is filled in the inter-column space instead of the fiber heat insulating material, and the heat resistant / anti-vibration heat insulating structure of the present invention may be used.
By using these construction methods, the conventional two-layered outer heat insulation structure in the cold region has anti-seismic performance and durability (dropping and peeling of the heat insulating material and outer wall material), as well as the conventional inner heat insulating method (heat insulation defect) , Dew condensation) is desirable because it clearly solves the problem.

As described above, taking advantage of the unique characteristics of the hard foam synthetic resin plate 1r with excellent heat insulation performance and the buffer plate with excellent cushioning properties, the main features that tend to concentrate deformation forces, vibrations and vibrations in multidimensional directions. For example, a semi-rigid foam synthetic resin plate 1s is mainly disposed in the mouth portion and the like, and a rigid foam synthetic resin plate 1r is disposed on the remaining outer wall surface. The shape, the number of fastenings, the arrangement of fastening intervals, etc., the optimum choice of fastening materials, etc., the design and the design of the ventilator rim, etc., where the seismic and thermal insulation properties are most likely to be exhibited The combined effect of the present invention is based on the deterioration of the fundamental heat insulation and airtightness of conventional external heat insulation structures (including cold regions), fear of seismic resistance and vibration control (danger), maintainability, total Various problems related to a wide range such as cost and workability can be improved and solved, energy saving, high durability, and security Safety and is the realization of anti-seismic damping outer insulated houses having many of the qualities of a long-term quality housing is expected.
(Embodiment 8)
Figures 17 (a) and 17 (b) show the main thermal insulation (filling thermal insulation) method for most detached houses in Japan, and mainly filling the space between pillars with fiber-based thermal insulation (glass fiber, rock wool, etc.) As an example, the rigid foamed synthetic resin plate 1r or the semi-rigid foamed synthetic resin plate 1s composed of the fastening method and the fastening structure of the present invention is provided in the inter-column space such as the main outer wall or partition wall. Alternatively, an embodiment in which a shock-absorbing plate 19 such as a rubber-like elastic plate 20 is disposed and fastened via a deformable vibration-damping frame 19 to provide resistance to vibration and vibration is described. Then, although it mainly describes centering on application of a semi-rigid foam synthetic resin board body, it does not specifically limit.

  The figure (a) is a semi-rigid foam synthetic resin plate as a buffer plate in the small post-column space 4b before the structural face material 15 is disposed as viewed from the outer wall surface side of the first floor of the inner heat insulation method. It is a partial front elevation schematic diagram showing an example of an embodiment formed by arranging and fixing a body 1s via a vibration control frame 19, wherein (1) in the figure is a conventional fiber-based heat insulating material. An inter-column space 4b filled is shown, and (2) in the figure controls the semi-rigid foam synthetic resin plate 1s of the present invention on the inner peripheral surfaces of the upper and lower joints of the inter-column space. A small inter-column space 4b that is disposed and fixed via the seismic frame 19 is shown. (3) in the drawing is the semi-rigid foam synthetic resin plate of the present invention on the entire inner peripheral surface of the inter-column space. 1s is arranged via a vibration control frame 19 and fixed to a small inter-column space 4b. (4) in the drawing is a semi-rigid foam of the present invention on a part of the inner peripheral surface of the inter-column space. Controls synthetic resin plate 1s Disposed through the frame 19, it shows a pillar between the small space 4b made by secured.

Hereinafter, the details of this embodiment are as follows. The semi-rigid foam synthetic resin plate 1s is placed on the lower joint portion above and below the small space 4b shown in (2) of FIG. An example of an embodiment that is disposed and fastened will be mainly described.
As a construction image diagram when this embodiment is applied to the entire building, it is a semi-rigid plate which is a buffer plate directly on the outer wall surface side of the structural housing 4 of the building housing 50 illustrated in FIGS. Although it is similar to the construction elevation schematic diagram of the outer heat insulating structure formed by fastening the foamed synthetic resin plate 1s and the hard foamed synthetic resin plate 1r, the main difference is that this embodiment is an inner heat insulating structure, A semi-rigid foam synthetic resin plate is attached to the entire inner peripheral surface of the large inter-column space 4a and the small inter-column space 4b or to a part of the inner peripheral surface such as the upper joint portion and the lower joint portion. It is that it is arranged and fixed via.
FIG. 17B is a schematic cross-sectional view taken along the line AA of the inter-column space 4b in FIG.

  In the conventional inner heat insulating structure, the structural surface material 15 is disposed on the outer wall surface side shown in FIG. 5B, and the interior material 61 such as a plaster board is disposed on the inner wall surface side. As the heat insulating material for filling the large space 4a), a fiber-based heat insulating material is frequently used, but is not limited to this, and an in-situ foamed urethane-based heat insulating material, and recently, a foamed synthetic resin plate is frequently used. Has been.

  In this example, the small inter-column space 4b of (2) in the same figure (a) and the small inter-column space 4b shown in the same figure (b) (for example, pillar core: 910 mm, pillar 8: 120 mm regular square square , Inter-column 9: 120 mm width × 60 mm-thick inter-column small space 4 b inner width dimension: 365 mm, floor space height between columns: 2600 mm height) Semi-rigid foam synthetic resin plate 1s (Example: Extruded polyethylene foam, 25-fold product, external dimensions: 365 mm width x 500 mm height x 50 mm thickness, Suntec foam, Asahi Kasei Chemicals Co., Ltd.) Are firmly fixed to the vibration control frame body 19 by screwing, and are arranged so as to be substantially flush with the outer peripheral surface side of the structural housing 4 so that the vibration control frame body 19 is fixed and integrated. ing.

  The seismic control frame body 19 is, for example, a rectangular frame body (four sides or three sides) composed of a vertical base material 19a (500 mm high) made of 45 mm square square material (eg, red pine) and a horizontal base material 19b (275 mm width). Frame), which transmits deformation and vibration from the structural housing 4 to the buffer plate in real time, and the elastic deformation force and elastic restoring force of the semi-rigid foam synthetic resin plate in real time. It functions as a transmission medium that feeds back to the structural frame 4 and exhibits anti-seismic and seismic control effects. Therefore, it is desirable that the seismic control frame body 19 is a frame body that can be deformed following the deformation of the structural housing. For example, the corner portions are semi-rigid foam synthetic resin plates as a non-continuous butting structure. A panel structure that can be deformed in a multi-dimensional direction if it is integrated with the body, and can be easily integrated with the deformation and vibration of the structural housing 4 and the elastic deformation and restoration of the semi-rigid foam synthetic resin plate. it can.

  As a construction method, for example, 1) A rectangular semi-rigid foam synthetic resin plate is screwed to the vibration control frame 19 and fastened with the push-in fixture 5 of the present invention, and easily follows the deformation of the structural housing 4. A panel structure that can be integrated is used, and for the upper and lower joints, the lug screen bolts 16d (example: 10 mmΦ) shown in FIG. Secure to the base 11.

  2) The four corners composed of the vertical base material 19a and the horizontal base material 19b of the vibration control frame 19 are connected by a sheet material such as a flexible cloth or film, for example, and the four corners are freely deformed. A deformable seismic control frame 19 that can be restored is formed and disposed at each joint, and fixed with the bolt 16d, and then the rectangular semi-rigid foam synthetic resin plate is fixed with the push-in fixture 5. The vibration control frame 19 is fixed by screwing.

  3) The vertical base material 19a (two pieces) and the horizontal base material 19b (one piece) to be fixed to the base 10 or the horizontal member (beam) 11 are individually used for the upper joint portion and the lower joint portion, respectively. After fixing with a bolt 16d by screwing to form a vibration damping frame 19 (not shown) consisting of three sides, the rectangular semi-rigid foam synthetic resin plate is fixed by screwing with the push-in fixture 5. What is necessary is just to select suitably, such as making it wear. 4) If the vertical base material 19a and the horizontal base material 19b which comprise the seismic control frame 19 are beforehand fixed to the said positions, such as the pillar 8, the interposition pillar 9, the base 10, the horizontal member 11, etc. in a precut factory. In the field, it is desirable that the semi-rigid foam synthetic resin plate is disposed on the seismic control frame and fastened to improve the workability.

  These seismic control frame bodies 19 correspond to the seismic control frame 41 composed of the vertical frame 41a and the horizontal frame 41b described in the embodiment 11 (FIG. 20) and the embodiment 12 (FIG. 21) to be described later. In some cases, semi-rigid foam synthetic resin plates can be elastically deformed and restored in real time against positive and negative deformations and vibrations in the horizontal direction, and the necessary anti-seismic performance can be effectively exhibited. Here, as the push fixture 5, for example, an injection molded product (made of polyvinyl chloride) provided with four recessed portions 5 q having an outer diameter: 45 mmΦ × projection height 12 mmH and an outer diameter 12 mmΦ as illustrated in FIG. ), And fixed at 10 locations / one joint portion.

  The location and location of the semi-rigid foam synthetic resin plate that is fixed to these seismic control frames 19 need not necessarily be provided in the upper and lower joints of the entire wall surface, For example, as shown in FIGS. 15 (a) to 15 (c), the space between the columns may be appropriately selected and arranged, and the space between the columns is not provided at all, such as the small space 4b between the columns (1) in FIG. In consideration of the anti-seismic performance required by the building structure and the bearing wall amount of the structural face material, the resin type, width dimension, height dimension of the semi-rigid foam synthetic resin plate The thickness, the shape of the push fixture 5 and the number of fastenings may be appropriately designed, selected, and disposed.

  Further, depending on the structure of the structural housing 4, the structure can be appropriately applied to the inter-column large space 4 a, the hanging wall 27, the waist wall 28, and the like. Further, the fixing position in the depth direction in the space between the columns of the semi-rigid foam synthetic resin plate that is fixed to the vibration control frame 19 is such that the semi-rigid foam synthetic resin plate is arranged on the outer peripheral surface and inner peripheral surface of each wall surface. Although it does not specifically limit if it is the range which does not protrude from this, since it will utilize the fixation surface pressure of a semi-rigid foam synthetic resin board, a structural surface material, and an interior material, if it adheres substantially flush with these, it is desirable. Thus, using the indentation fixture 5 of the present invention, the semi-rigid foam synthetic resin plate fixed to the vibration control frame 19 is disposed in each joint portion such as the inter-column small space 4b, and after fixing The structural wall material 15 which is the outer wall constituting material, the moisture permeable waterproof sheet, and the ventilator edge are sequentially arranged on the outer wall surface side, and then the outer wall material is suspended and fixed.

Furthermore, each large space between the columns is filled with a glass fiber heat insulating material (density: 16 Kg / m ³ ) according to a predetermined internal heat insulating specification, and an interior material 61 such as a plaster board is disposed. Thus, the heat-resistant / seismic insulation structure of the present invention is completed. Compared with the case where a small number of conventional commercially available vibration control devices are introduced, this embodiment can be installed and installed on a large number of wall surfaces in terms of cost, and the vibration control performance of each part viewed from the plan view of the structural frame This makes it possible to provide a well-balanced and highly safe and anti-seismic thermal insulation structure.

  Furthermore, in the small inter-column space 4b shown in (3) of FIG. 17A, for example, a rectangular damping frame having an inner width dimension of 365 mm and the same dimension as the inner peripheral surface of the inter-column space 2600 mm in the height direction. An example of an embodiment is shown in which a body 19 is provided and a semi-rigid foam synthetic resin plate is disposed and fastened in a structure that seals the entire inner peripheral surface of the inter-column space. In this way, the semi-rigid foam synthetic resin plate body is disposed and fixed to the entire inner peripheral surface of the inter-column small space 4b via the long vibration control frame body 19, whereby the one inter-column small space 4b is formed. It is possible to form a seismic-resistant / damping wall structure. -Since the seismic control effect is exhibited, it is possible to reduce the number of bearing walls of the structural face material as necessary, combined with an example of the embodiment of the upper joint part and the lower joint part, What is necessary is just to employ | adopt suitably.

  Moreover, the details of the construction and construction of the embodiment of the wall surface of (3) in FIG. (A) are an example of the embodiment in the upper joint portion and the lower joint portion shown in (2) of FIG. And may be applied as needed, and will not be described in detail.

  Furthermore, in the inter-column space 4b shown in (4) of FIG. (A), examples of the upper and lower joints shown in (2) of FIG. Unlike the embodiment in which the construction is performed on the entire inner peripheral surface of the inter-column small space 4b in (3), it is an example of a partial embodiment that can be appropriately adopted for the small inter-column spaces such as openings and special wall structures. The details of the construction method and the like are the same as those in FIG.

  Moreover, in recent inner heat insulation houses, from the viewpoint of energy saving, a method of filling a foamed synthetic resin plate instead of a fiber-based heat insulating material for filling is increasing. For example, the small space 4b between the columns on the outer wall surface (eg, inner width 365 mmW × floor height 2600 mmH) is foamed with a somewhat narrow outer dimension (eg, width 360 mm × floor height 2593 mm × thickness 65 mm) because of filling workability. A structure in which a synthetic resin plate (eg, three types of canelite foams, corresponding to four districts) is filled, and a structural surface material 15 is disposed on the outer wall surface side, and an interior material 61 is disposed on the inner wall surface side, and is fixed It is made up of.

  Since there is a gap for filling work between the foamed synthetic resin plate filled in the small space 4b between the columns and the structural frame constituting the small space between the columns, the structural frame (column , Foundation, beam, structural surface material, interior material, etc.) and the foamed synthetic resin plate are in an unconstrained state and are not fixed to each other. Therefore, for example, in the case of being affected by a middle earthquake (example: assuming an interlayer displacement angle of about 1/30 rad), the structural frame and the plate body have a dynamic external force or vibration transmission structure. Rather, both are irregular and exhibit disjoint behavior and deformation.

  As a result, external forces and vibrations concentrate only on the structural frame, expanding deformation, shaking, and damage. In addition, the plate body that is not fixed in the small space between the columns only causes partial warping, twisting, local breakage (local compression), and the like. The fixed foamed synthetic resin plate body cannot be an anti-vibration-resistant wall structure developed by elastic deformation or elastic recovery due to external force or vibration.

  In the inner heat insulating structure made of the foamed synthetic resin plate for filling, although not shown, the following embodiments can be adopted. For example, it is provided along the inner peripheral surface or the entire inner peripheral surface of the lower joint portion above and below the small inter-column space 4b shown in (2) and (3) in FIG. 17 (a). The following structure can be implemented as another aspect of the anti-seismic and anti-seismic wall structure in which the semi-rigid foam synthetic resin plate is disposed and fixed to the vibration control frame 19. For example, 1) The damping frame 19 is arranged along the entire inner peripheral surface of the small space 4b between the columns shown in (3) of FIG. 17A (example: inner width 365 mmW × floor height 2600 mmH). A foamed synthetic resin plate (e.g., inner width 360 mmW × floor height 2593 mmH × thickness 65 mm) is disposed on the seismic control frame and fixed to form an anti-seismic heat-insulating structure. .

  2) A vibration control frame is provided in the upper and lower joints of the small space 4b shown in (2) in FIG. 2A, and a foamed synthetic resin plate is provided on the vibration control frame. The center part in the floor height direction of the small space 4b between the columns is left with the foamed synthetic resin plate for filling filled in a free state without being fixed in the inner heat insulation. Keep it. Even with this structure, the anti-seismic performance can be exhibited at both joints, so that it may be adopted as appropriate.

  This structure (not shown) is desirable because the original foamed synthetic resin plate used for filling can be used as it is without using a new buffer plate. Furthermore, as another effect of providing the seismic control frame body, there is also a merit of improving the airtightness by closing the gap of the foamed synthetic resin plate body filled in the small space between the columns.

  Although it cannot be generally stated depending on the resin type, expansion ratio, thickness, fastening structure, etc. of the foamed synthetic resin plate to be filled, all inner heat insulating wall surfaces (spaces between all pillars) are provided with vibration control frames to provide resistance and control. There is no need for a seismic wall structure. For example, the strength / damping performance that is expressed when the space between pillars is the main / damping wall structure is added to the amount of the bearing wall (e.g., earthquake resistance grade 1) that the structural frame itself originally has. The design should be such that the total earthquake resistance is 3. In particular, it is desirable to have a fully seismic resistant / damping wall structure centering on wall surfaces where large deformations and damages such as entrance corners, exit corners, partition walls and opening wall surfaces are likely to occur. In addition, for the details related to the construction of this embodiment, the heat insulation and vibration control insulation shown in (2) and (3) in FIG. 17 (a) filled with the above-described fiber-based heat insulating material. Since it is similar to the embodiment of the structure, it is omitted.

  An anti-vibration frame body is provided on a part of the inner space and the entire inner surface of the lower joint, and the foamed synthetic resin plate is disposed and fixed on the space between the above-mentioned one pillars. The embodiment of the seismic control wall structure is not limited to application only to the outer wall surface of the inner heat insulating house, but the anti-seismic wall structure of the present invention is applied to the partition wall surface of the inner heat insulating house or the outer heat insulating house. Can be used together.

  Furthermore, not only the partition wall of the first floor but also the partition wall of the second floor can be used to suppress and alleviate the effects of the heavy roof portion, such as shaking and deformation, and the effects are more prominent. The application to these partition walls is effective in correcting the most important building stiffness, center of gravity deviation, eccentricity, etc. in terms of anti-seismic and seismic control, enabling more desirable anti-seismic design. Become. Details of the structure and construction when applied to these partition walls are similar to the embodiment shown in FIGS. 17 (a) (2) and (3) and will be omitted.

Furthermore, the following construction can be performed as a simple application example of the present invention. For example, when renovating an existing house, if the existing outer wall surface is left as it is and only the partition wall that is easy to dismantle and repair is refurbished to the structure of the present invention, the partition wall surface However, since it is expected to exhibit an anti-seismic effect equivalent to or better than that of a commercially available anti-vibration device, the most inexpensive and effective anti-seismic reform can be achieved.
(Embodiment 9)
FIG. 18 shows still another embodiment of the inner heat insulation (filling heat insulation) method, which is a fitting carved on the outer wall surface side of the structural frame in place of the vibration control frame body described in the eighth embodiment and FIG. An embodiment in which a groove 33 is provided is shown.

  FIG. 18 (a) shows a small inter-column space 4b made of a structural frame such as a column, an inter-column, a base tree, and a beam before the structural surface material 15 is disposed as viewed from the outer wall surface side of the first floor. Then, a fitting groove 33 is preliminarily engraved at the precut factory on the entire inner peripheral surface of the small inter-column space 4b, or on a part of the inner peripheral surface such as the upper and lower joints. Use the structural frame provided. FIG. 18A is a partial elevation schematic diagram in which a foamed synthetic resin plate is disposed in the fitting groove 33 and fastened. (1) in the figure shows a small inter-column space 4b made of a conventional filled heat insulating material 60, and (2) and (3) in the figure are the upper and lower joints on the lower inter-column space 4b. A small inter-column space 4b is shown in which the fitting groove 33 is carved and the foamed synthetic resin plate is disposed and fixed using the pressing fixture of the present invention.

  In addition, on the upper and lower end surfaces of the foamed synthetic resin plates to be disposed and fixed at the upper and lower joints, the lateral base material 19b described in the embodiment 7 is provided as necessary. It may be provided in the form of a bridge between the pillars, the inter-columns and the pillars, and it is not particularly limited that the horizontal base material 19b and the columns and the inter-columns are connected or unconnected. (4) in the figure shows a groove 33 that is engraved over the entire inner peripheral surface of the inter-column space, and a foamed synthetic resin plate is disposed in a sealed manner in the inter-column space including the fitted groove, and is fastened. A small inter-column space 4b is shown.

  The figure (b) is a cross-sectional schematic diagram of the AA arrow view of the inter-column small space 4b of (3) shown in the figure (a). The figure (c) is a cross-sectional schematic diagram of the BB arrow of the figure (a). Both (b) and (c) in the figure are provided with a foamed synthetic resin plate body using the pressing fixture of the present invention in the fitting groove 33 previously carved in the inter-column space of the present invention, A vertical cross-sectional structure and a cross-sectional structure formed by fastening are respectively illustrated. In order to carve the fitting groove 33 having a predetermined size at a predetermined position of the structural frame made of these columns, inter-columns, foundation trees, beams, etc., the engraving work may be performed on the site. On the other hand, if the fitting groove 33 is engraved at the same time in the process of processing at the precut factory, it can be engraved at a low cost and the workability at the site is improved.

  The depth dimension of the fitting groove in the engraving process of the fitting groove 33 may be equal to or greater than the thickness dimension (for example, 40 mm) of the foamed synthetic resin plate. In addition, the width dimension of the fitting groove needs to be a width dimension that provides a required fastening strength by disposing a foamed synthetic resin plate body on the inner peripheral surface of the structural housing and fastening it. 20 mm or more, more desirably 30 mm or more is desirable.

  As a countermeasure against a decrease in strength which is a concern due to material loss associated with the engraving process of the fitting groove 33 engraved in these structural frames, a method of increasing the size of the structural material accordingly may be adopted as appropriate. In practice, however, a foamed synthetic resin plate having high viscoelasticity and compressive stress is disposed in the fitting groove of the present invention in the inter-column space including the shaft assembly, the upper and lower joints, and the like. Because of the strong fastening with the fastening structure of the present invention, compared to the structural strength (rigidity strength, seismic strength, etc.) of the structural housing composed only of the conventional shaft assembly (joint part), The structural strength (rigidity strength) is considered to exceed the conventional strength, and these may be implemented as appropriate.

  The width dimension of the foamed synthetic resin plate used in this embodiment is, for example, the width of the fitting groove provided in the pillars at both ends in the inner width dimension of the inter-column space shown in (2), (3) and (4) in the figure. The width dimension is obtained by adding the dimensions. The height dimension is the height of the foamed synthetic resin plate that is filled and arranged in the upper and lower joints (2) and (3) in the figure and (4) in the figure, respectively. The height dimension is obtained by adding the width dimension of the fitting groove provided in the base tree or beam (horizontal member). Details and effects of the present embodiment are similar to those of the above-described eighth embodiment, and thus are omitted. The supplementary items are described below.

  FIG. 18 (d) is a view for improving the workability of the method for fastening a foamed synthetic resin plate body using the indentation fixture of the present invention shown in the schematic cross-sectional views of FIG. 18 (b) and FIG. 18 (c). The example of trial is also shown, and shows a foamed synthetic resin plate 1u with a push fixture in which a push fixture and a foam synthetic resin plate are integrated in advance.

  Specifically, four examples are given. 1) The cross-sectional structure of the plate body 1u shown in FIG. 18 (d) is an indentation of a foamed synthetic resin plate body (eg, foamed polypropylene, 30-fold foamed product, thickness 40 mm) that is a buffer plate. The external shape of the push fixture to be used in advance by the bead method in-mold molding method at the fixing position of the fixture (eg, outer diameter 40 mmΦ, protrusion height 12 mm, substantially disc shape, polypropylene injection molded product) And a mounting recess 1w and a fastening through hole 1d (eg, 6 mmΦ) having a smaller dimension (eg, outer diameter of 31 mmΦ, protrusion depth of 6 mm, substantially disc shape) than those shown in FIG. The plate body 1u in this state is brought to the site, and at the construction site, a pressing fixture is temporarily attached to the mounting recess 1w with an adhesive or the like, and the pressing fixture is pushed substantially flush into the foamed synthetic resin plate body. It is buried and fastened for use.

  2) The cross-sectional structure of the plate body 1u shown in (b) of FIG. 18 (d) is formed by attaching the mounting recess 1w and the fastening through hole 1d (example: 6 mmΦ) by the method described in 1) above. Next, a state is shown in which the pressing fixture is temporarily mounted in the mounting recess 1w with an adhesive or the like to form the foamed synthetic resin plate 1u with the pressing fixture. This plate body 1u is used at a construction site by pushing the fixing fixture into the foamed synthetic resin plate body substantially flush with a special screw nail 2 and buried and fixed.

  3) The cross-sectional structure of the plate body 1u shown in (c) of FIG. 18 (d) is that the pressing fixtures are opposed to each other on the front and back surfaces of the foamed synthetic resin plate by the molding method described in 1) above. The mounting recess 1w (including the fastening through hole 1d) is formed at the position to be mounted, and then the pressing fixture is attached to the mounting recess 1w opposite to the plate 1u with an adhesive or the like. The foaming synthetic resin board 1u with a pressing fixture formed by temporary attachment is shown.

In the construction site, the plate body 1u is used by pressing the opposite fixing fixtures from both sides into the foamed synthetic resin plate substantially flush with each other by being screwed with a special screw nail 2 and buried. Since these are suitable for fastening positions where a large external force or vibration is likely to be applied (e.g., entering corners, exiting corners, upper, lower corners, etc.), it is desirable to employ them appropriately. The fastening structure after fastening the plate 1u of (1) and (2) is shown in FIGS. 18 (b) and 18 (c). )
4) Disclosed is another method of forming the foamed synthetic resin plate 1u with a push-in fixture shown in (b) or (c) in FIG. For example, in a bead method in-mold molding method, a pressing fixture from the fastening surface of the plate body in advance to the mounting position of the pressing fixture in the molding die for molding the foamed synthetic resin plate body 1u with the pressing fixture. There is also a method of molding the foamed synthetic resin plate 1u with the indentation fixture by mounting the indentation fixture in a state where a part of the indentation is protruded, filling the pre-expanded beads, and performing heat molding (simultaneous integral molding). Can be adopted.

  The foamed synthetic resin plate 1u with a push-in fixture is formed by the above method or the like, but it is not necessary to temporarily attach the push-in fixture to all the fastening positions. For example, in the above 1) to 4) The described methods may be used by appropriately mixing them.

  In addition, the foamed synthetic resin plate 1u with a push-in fixture has a small amount when screwed with the push-in fixture, although it depends on the resin type, the foaming magnification, the thickness of the foam synthetic resin plate, and the shape of the push-in fixture. It is mainly used for buffer plates such as semi-rigid foam synthetic resin plates that have excellent properties such as viscoelasticity and high compressive stress (energy absorption) that make it easy to obtain a large fastening force (compression stress dispersion region, etc.) at the buried depth. It is desirable to apply.

Further, it is most desirable that the depth of embedding when the indentation fixture is pushed into the foamed synthetic resin plate and buried is substantially flush with the base end portion 5b of the indentation fixture, It is not limited, and any depth may be used as long as the required fastening force can be obtained, and the proximal end portion may slightly protrude from the fastening surface, or the proximal end portion 5b of the push-in fixture may be secured. It may be pushed deeper than the entire surface of the part and buried, and in any case, it is only necessary to exhibit a stable fastening force required by each pushing fixture.
(Embodiment 10)
FIG. 19 is composed of FIG. (A), FIG. (B), and FIG. (C). FIG. 19 (a) shows the state before attaching the outer wall constituent material as viewed from the outer wall surface side of the first floor of the inner heat insulating house. It is a partial elevation schematic diagram consisting of an elastic bearing wall structure. This elastic load-bearing wall structure is made by arranging and fixing a load-bearing wall structure made of foamed synthetic resin plate and a structural wall material in a single plane in the space between pillars. Constructed, the anti-seismic performance of the anti-seismic wall structure composed of the former foamed synthetic wood board and the anti-seismic performance of the anti-seismic wall structure composed of the latter structural face material can be combined and exhibited.・ Refers to a damping wall structure.

  For example, when the foamed synthetic resin plate body is disposed and fixed to the inner peripheral surface on the outer wall surface side such as the upper joint portion and / or the lower joint portion of the small space 4b between the pillars, For example, a fitting groove 33 having a groove depth that projects a part corresponding to the thickness of the structural wall material 15 for a load bearing wall (for example, 9 mm) to be used together is carved on the outer wall surface side of the plate body. The plate body is disposed at 33 and is fixed by using the pressing fixture of the present invention. Next, the plate member is disposed, and the structural face material is disposed flush with the plate member in a structure that seals the remaining small space 4b between the columns excluding the fixed construction site, and is fixed. Furthermore, if a filling heat insulating material is disposed in the small space 4b between the columns and the interior material 61 is disposed, the present elastic bearing wall structure is formed.

  To explain in more detail, as the foamed synthetic resin plate, a foamed synthetic resin plate 1u with a push-in fixture made of a buffer plate (eg; foamed polypropylene, 30-fold foamed product, 40mm-thick product, push-in fixture; outer diameter) 40mmΦ, protrusion height 12mm height, approximately disc shape, protrusion height 5mm, PVC injection product), and the structural wall material 15 (example: 9mm) is used as the load bearing wall, for example, ,explain.

A structural face material is disposed and fixed on the outer wall surface side of the small inter-column space 4b shown in (1) of FIG. 19A, and a filled heat insulating material 60 (example: glass) is provided in the inter-column space. A typical internal thermal insulation wall structure filled with fiber insulation, density: 16 Kg / m ³ ) is shown.

  And on the outer wall surface side of the inter-column small space 4b shown in (2) and (3) of FIG. 4 (a), the plate is placed on the inner peripheral surface of the lower joint portion above and below the inter-column small space 4b. Groove depth for projecting the outer wall surface side of the body 1u by an amount corresponding to the thickness of the structural face material (that is, the thickness of the plate 1u−the thickness of the structural face material = 40 mm−9 mm = 31 mm groove depth) and the width ( For example, a fitting groove 33 made of 35 mm) is carved, the plate body 1u is arranged in the fitting groove 33, and is fixed by using the pressing fixture to form a resistance / damping wall structure. Next, lateral base materials 19b (described in Embodiment 8) are provided on the upper and lower ends of these plate bodies 1u as necessary.

  Further, the entire surface on the outer wall surface side of the remaining small space between the columns (substantially central portion in the height direction of the floor) except for the construction site of the plate body 1u which is disposed at the upper and lower joints. Is provided with a structural face material that is connected to and flush with the outer peripheral surface of the plate body 1u, and is secured to the horizontal wall 11 (eg, 60 mm × 60mm square material, red pine) is connected between the pillars, the pillars, and the pillars to strengthen the structural strength of the bearing walls. (The horizontal member 11 may be provided before the structural face material is disposed.) By adopting this structure, large deformation and vibration are mainly caused by the plate body 1u. Strain and seismic performance can be demonstrated over a long period of time by suppressing deformation, damage, and breakage of the load bearing wall structure that bears the wall structure and exhibits earthquake resistance.

  As described above, the upper joint part and / or the lower joint part of the inter-column space where excessive deformation and vibration are likely to concentrate is excellent in viscoelasticity, stress dispersion, elastic deformation, and elastic resilience. A shock-absorbing plate structure is installed and fastened to form a vibration-resistant wall structure. The center of the space between the columns with little residual deformation and vibration is not elastically deformable and lacks resilience, but its strength By providing a load bearing wall structure by connecting structural surfaces with excellent wall quantity and low cost in a flush or non-joint manner, the material properties, workability durability, total cost, maintenance-free, etc., both have It is possible to provide the elastic bearing wall structure having the anti-seismic performance and the anti-seismic performance, which can be combined with the advantages of the most effectively.

FIG. 19B is a schematic cross-sectional view taken along the line AA of the small inter-column space 4a in FIG. 19A shown in FIG. 19A, and FIG. 19C shows B in FIG. It is a cross-sectional schematic diagram of -B arrow.
In both FIG. 2 (b) and FIG. 1 (c), the outer wall surface of the foamed synthetic resin plate 1u with a pressing fixture of the present invention is fitted into the fitting groove 33 previously carved on the inner peripheral surface of the inter-column space. A construction method in which the side is arranged and protruded by the thickness dimension of the structural face material, and the outer wall surface side of the plate body 1u and the structural face material is secured to the same surface. It is the longitudinal cross-section structure figure and horizontal cross-section structure figure which show a construction method, respectively.

  19 (a), (b), and (c), the inner heat insulating house having the elastic load bearing wall structure is provided on the outer wall surface of the elastic load bearing wall on the outer peripheral surface of the conventional inner heat insulating house. It is no longer necessary to newly install the load bearing wall made of the structural face material, and the outer wall constituting material such as a moisture proof waterproof sheet, a ventilation trunk edge, and an outer wall material is directly arranged on the outer peripheral surface of the elastic load bearing wall. It is only necessary to complete the seismic resistant and seismic barrier structure. Furthermore, it is not necessary to introduce a commercially available vibration control device having an expensive and complicated structure.

  Furthermore, this elastic load-bearing wall structure can be applied to an outer heat insulating house, and without being filled with the filling heat insulating material 60 shown in (a), (b) and (c) of FIG. A foamed synthetic resin plate for external heat insulation is disposed directly on the outer wall surface side of the load bearing wall, and is fixed using the indentation fixture of the present invention. If an outer wall constituent material such as a ventilator rim or an outer wall material is disposed, a heat-resistant / damped outer heat insulating structure composed of the elastic load-bearing wall structure different from the above-mentioned heat-resistant / damped outer heat-resistant structure can be provided.

  As described above, this elastic bearing wall structure has an effect that it can maintain high performance, high reliability, and high durability / damping performance over a long period of time, though it is structurally simple. The processing method of the fitting groove 33 used here may adopt the pre-cut method according to the above-mentioned embodiment 9.

  In addition, the anti-seismic wall structure, in which the shock-absorbing frame is fixed to the anti-vibration frame body described in the above-described embodiment 8 (FIG. 17) using a pressing fixture, is changed to the elastic load-bearing wall structure. It can also be modified. For example, the damping frame is fixed to the inner circumferential surface of the inter-column space so that a part of the buffer plate protrudes from the outer circumferential surface of the structural frame by the thickness dimension of the structural face material. The buffer plate is disposed on the frame, and is fixed using the indentation fixture of the present invention, and then the structural face material is flush with the buffer plate in the remaining space between the columns. If fixed, the elastic bearing wall structure having the same performance as described in the tenth embodiment can be obtained also in the eighth embodiment (FIG. 17), and these may be implemented as appropriate.

FIG. 19 (c) shows a foamed synthetic resin plate 1u with a push-in fixture in which a push-in fixture is temporarily mounted opposite to both front and back surfaces of the foamed synthetic resin plate. An embodiment is shown which is disposed and fastened by screwing of a fastening material.
(Embodiment 11)
The embodiment shown in FIG. 20 is formed by fixing a buffer plate such as a semi-rigid foam synthetic resin plate 1s or a rubber-like elastic plate 2 to the vibration control frame 41 using the indentation fixture of the present invention. FIG. 5 is a schematic elevational view of the long seismic control panel 40 arranged and mounted in the large inter-column space 4a, the small inter-column space 4b, and the like of the outer peripheral wall of the building housing 50 and the partition wall.

  In the present invention, the long vibration control panel 40a shown in the present embodiment 11 (FIG. 20), the joint vibration control panel 40b shown in the following embodiment 12 (FIG. 21), and the general-purpose vibration control panel 40c are generically named. Sometimes referred to as a vibration control panel 40.

  These seismic control panels 40 are seismic control devices that replace commercial seismic control devices such as viscoelastic dampers and oil dampers, and are attached to the large inter-column space 4a or the small inter-column space 4b of the building housing 50. The seismic energy such as deformation and vibration received by the structural frame 4 is absorbed, attenuated and restored in real time by the vibration control panel 40.

  FIG. 20A is a detailed front elevation view of the long vibration control panel 40a, with the pillar 8, the base 10 (example: 120 mm square square), and the horizontal member 11 (example: 120 mm width × 240 mm height). This is a mode in which a long seismic control panel 40a as shown in the figure is installed and mounted in a large inter-column space 4a (for example, 2620 mm high × 790 mm wide × 120 mm deep) having a floor height of 2800 mm and a column core width of 910 mm.

  FIG.20 (b) is AA sectional detail drawing of the figure (a). The long vibration control panel 40a is, for example, a long semi-rigid foam synthetic resin plate 1s having a width of 2620 mm and a width of 790 mm (e.g., beaded polyethylene foam, expansion ratio 30 times, thickness 45 mm, product) Name Eperan, manufactured by Kaneka Co., Ltd.) and a vibration control frame 41 (for example, a steel vertical frame 41a, a horizontal frame 41b, and an auxiliary frame 41c) are fixed to the pressing fixture 5, the pressing auxiliary projection 3, the hexagon bolt 16e, etc. It has a structure assembled in a panel form using a dressing. The long vibration control panel 40a thus created was disposed in the large inter-column space 4a, and the vibration control frame 41 and the structural frame 4 were firmly attached and integrated with a screw nail (lag screw bolt) 16d or the like.

  The long vibration control panel 40a mounted in the large inter-column space 4a is used as a transmission medium by the vibration control frame 41 catching deformation and vibration behavior from the structural frame 4 in real time, and the deformation and vibration behavior are maintained as they are. The buffer plate passes through the pressing resin region and the compressive stress dispersion region of the buffer plate body such as the semi-rigid foam synthetic resin plate body 1s and the rubber-like elastic plate body 20 which are the vibration control materials from the fixing portion of the push fixture 5 It transmits directly to the body, and the damping part and the entire buffer plate exhibit elastic deformation and elastic recovery due to the combined effect of buffer plate, viscoelasticity, tensile strength, etc. To do. The drag force required at the time of elastic deformation corresponds to a deterrent force (absorbing and attenuating deformation and vibration) that suppresses the deformation and vibration received by the structural frame 4, and the amount of energy received and absorbed by the elastic deformation (elastic strain amount) ) Corresponds to the elastic restoring force, and the dynamic behavior itself is the vibration control mechanism of the present invention. For this reason, there is also a problem of responsive time lag that occurs when the conventional vibration control device secondarily transmits deformation and vibration to the vibration control equipment such as high damping rubber and oil damper through the transmission medium such as insulator and cylinder. It will be resolved.

  Such seismic control performance depends on the material of the buffer plate, the expansion ratio, the thickness, the shape and the number of the fastening fixture 5 including the fastening material, the center of gravity of the building housing 50, the stiffness, the eccentricity, etc. It is effectively exhibited by the structural design of the panel 40a and the selection of the installation location, the installation quantity, etc. of the outer wall surface and the partition wall surface regardless of the presence or absence of a heat insulating material. For example, in the case of the first floor area (20 tsubo), the eccentricity is 0.3 or less in consideration of the balance of the buildings in the large inter-column space 41a in each of 10 locations (20 locations in total) in the X and Y directions. Is made by arranging as follows.

  In the following description, an example in which a semi-rigid foam synthetic resin plate 1s is used as a buffer plate will be described as a representative. The semi-rigid foamed synthetic resin plate 1s used for the long seismic control panel 40a installed in the optimized large inter-column space 41a is not subjected to external force, deformation or vibration applied to the panel. In order to increase the energy absorption amount of the semi-rigid foam synthetic resin plate 1s that absorbs and suppresses these, the semi-rigid foam synthetic resin plate 1s is reduced in foaming ratio or increased in thickness. Is preferred.

However, on the other hand, the rigidity of the semi-rigid foam synthetic resin plate 1s is increased, and when the semi-rigid foam synthetic resin plate 1s is elastically deformed and elastically restored to a substantially parallelogram, the foam synthetic resin plate is obtained. There will be a tendency for some bending or warping to occur in 1 s. In order to suppress this, it is possible to provide an auxiliary frame 41c in the form of a horizontal rail between the columns in the longitudinal direction between the columns. In addition, various devices may be appropriately implemented as follows. For example, 1) The height direction of 2620 mm in height of the semi-rigid foamed synthetic resin plate 1s is divided into, for example, 2 to 3 equal parts, and a plate with a small size is combined to disperse the stress. 2) In the bead method molded product, the expansion ratio of the outer peripheral portion and the central portion of the semi-rigid foam synthetic resin plate 1s composed of the fastening portion of the indentation fixture 5 and the like and the vicinity thereof is changed. For example, a 20-fold product is filled in the outer peripheral portion, and 30-fold pre-expanded beads are filled in the other portions, and foam-molded products with different magnifications are molded in the mold. 3) There is a method of performing a punching hole 1h processing of various shapes for absorbing (suppressing) bending and warping of the semi-rigid foam synthetic resin plate 1s illustrated in FIG. Further, a rubber-like elastic plate 20 such as natural rubber, which is another material having elasticity and rigidity different from that of the foamed synthetic resin plate 1s, is fitted into the hole 1h and the fastening portion of the plate 1s, Integrate. 4) In the case of using the semi-rigid foam synthetic resin plate 1s of the bead method, as shown in Embodiment 12 (FIG. 21 (d) and FIG. It is formed at appropriate positions on the front and back surfaces of the plate 1s.
There is a method for suppressing the bending and warping of the semi-rigid foam synthetic resin plate 1s by a method such as the above. FIG. 20C is a detailed view as seen from the direction of arrow A in FIG. 20B, and is an elevational partial detail view of the vibration control frame 41 viewed from the inner wall surface side.

  These seismic control frames 41 are frames for stretching the semi-rigid foam synthetic resin plate 1s, and the seismic control frames 41 are firmly fixed to the structural housing 4 with lag screw bolts 16d and the like. It is necessary to function as a transmission medium for transmitting the deformation and vibration energy to the buffer plate such as the semi-rigid foam synthetic resin plate 1s in real time. For this reason, the vibration control frame 41 is formed of a highly rigid material such as steel or wood. The vibration control frame 41 is mainly composed of a vertical frame 41a and a horizontal frame 41b. If necessary, the auxiliary frame 41c in the vertical direction or the horizontal direction as shown in the figure, or an auxiliary frame in the diagonal direction (not shown). 41c is used in combination. In addition, when firmly fixing the semi-rigid foam synthetic resin plate 1s to the vibration control frame 41 with the push-in fixture 5, the semi-rigid foam composite of the vibration control frame 41 is used as necessary to complement the fixing force. A pressing assist protrusion 3 (not shown) may be appropriately provided on the fastening surface side of the resin plate 1s.

  The vertical frame 41a fixed along the pillar 8 and the horizontal frame 41b fixed along the base 10 and the horizontal member 11 are each deformed and restored to a substantially parallelogram of positive and negative structures 4 by seismic motion. As shown in FIG. 20 (c), the connecting portion of the vertical frame 41a and the horizontal frame 41b is provided with a notch at the corner so as to be flexible so that the behavior can be integrated in real time. If the corners are in a movable state or are not connected to each other even if they are brought into contact with each other, each can be reliably fixed to the semi-rigid foam synthetic resin plate 1s, The vertical frame 41a and the horizontal frame 41b can be integrated in real time with the behavior of the structural housing 4 without interfering with each other, and the semi-rigid foam synthetic resin plate 1s can be elastically deformed and elastically restored. Desirable because it. Furthermore, while the four joints on the wall surface of the conventional seismic control device are required to have a hole-down hardware or a binding hardware, the corners of the vertical frame 41a and the horizontal frame 41b shown in FIG. If connected in a flexible movable state, the seismic control frame 41 itself can replace the function of a hole-down hardware or a binding hardware, so that there is an advantage that these can be omitted.

  The assembly structure of the long seismic control panel 40a is as shown in FIG. 4B, which is a detailed cross-sectional view taken along the line AA of FIG. The structural frame 4 is fixed to a vertical frame 41a made of angle steel (eg, 60 mm high × 60 mm wide × 5 mm thick) and firmly fixed to the column 8 with a lag screw bolt 16d (eg, 8 mmΦ × 60 mm long) or the like. It is integrated. The fastening structure between the semi-rigid foam synthetic resin plate 1s and the vibration control frame 41 is a pair of pressing fixtures 5 (for example, the outer diameter of the base end 50 mmΦ × the height of the protrusion) from the front and back sides of the plate 1s. 15mm in length, protruding part is a substantially spherical solid body and a PVC molded product having the cross-sectional structure of FIG. 4 (a) facing each other, and a hexagonal bolt nut 16e (for example, M8mmΦ × 80mm in length) 5 is integrated with the vibration control frame 41 in a structure in which the plate 5 is pushed into the plate body 1s and buried. The pressing force of the pair of pressing fixtures 5 that are pressed and buried facing each other is extremely high, which is extremely desirable as a fastening structure for the vibration control panel 40.

  Further, in order to increase the efficiency of the assembly work of the vibration control panel 40a, for example, the cross-sectional structure dimension of the push-in fixture 5 (in the fixing position in the case of the semi-rigid foam synthetic resin plate 1s made of the bead method) A recess having a smaller dimension than the base end diameter and the height of the protrusion) and a fastening through hole 1d are formed in advance, and the pair of pressing fixtures 5 are disposed and mounted from the front and back sides of the recess, A fixing method in which the base end portion of the plate body 1s is buried until it is flush with each other to form a pressed resin region or a compressive stress dispersion region can also be appropriately implemented (not shown).

  Further, in the vicinity of the joint portion on the upper side and the lower side of the horizontal frame 41b and the vertical frame 41a that are fixed to the base 10 and the horizontal member 11, for example, the fixing point is densely spaced at intervals of about 150 mm. It is desirable to adjust the interval between the fastening portions as appropriate so that damage is easily prevented, for example, by setting the interval to about 250 mm, so that the deformation and vibration of the structural housing 4 can be easily absorbed in real time.

  The long seismic control panel 40a does not necessarily need to be an inter-column module (eg, a length module or a metric module) to be inserted into the large inter-column space 4a as shown in FIG. It is good also as the narrow long seismic control panel 40a arrange | positioned and installed in the narrow space 4b between the pillars 8 and the narrow pillar 9 between. Moreover, it can be applied to a wide width (for example, a width of 1200 mm) larger than the inter-column module by using the auxiliary frame 41c together. For this reason, the conventional vibration control device can be installed only with a certain inter-column dimension (910 mm or more), or the restriction that the vibration control effect cannot be exerted can be solved, and the vibration control panel width according to the situation of the construction property Therefore, there is a high advantage that the degree of freedom of design is greatly improved.

Moreover, although the construction example at the time of new construction was shown in the above, when remodeling and remodeling an existing house, it is not always necessary to bring the finished product of the long seismic control panel 40a to the site. First, a wooden or steel vertical frame 41a and a horizontal frame 41b are fixed to a predetermined large space 4a or small inter-column space 4b of an existing structural frame 4 in a non-connected manner, and the outer wall surface side or inner If the semi-rigid foam synthetic resin plate 1s is disposed on the wall surface side and is fixed by the push-in fixture 5 or the like, the installation of the long vibration control panel 40a is completed at the site. Also, when there are obstacles such as existing protrusions, piping, filling insulation, etc. in the large inter-column space 4a or the small inter-column space 4b, and it is difficult to install and install the long vibration control panel 40a The following measures can be implemented. For example, 1) A part of the semi-rigid foam synthetic resin plate 1s or the vibration control frame 41 corresponding to a protruding portion of an obstacle such as a steel brace that becomes an obstacle can be removed and disposed and installed. . 2) When it is impossible to install and install in the large inter-column space 4a or the small inter-column space 4b due to internal heat insulation structure (filled heat insulation), etc. 4, in accordance with a so-called so-called external mounting method, in which a vibration control device is provided protruding from the outer wall surface side, and the long vibration control panel 40 a is protruded from the outer wall surface side of the structural housing 4. Since it can be installed, construction with a high degree of freedom and simplification of construction are possible. In this way, the long seismic control panel 40a is simple in structure and has the low cost as compared with the conventional seismic control device. In addition to improving seismic resistance, it is possible to perform seismic reforming that simultaneously provides seismic control.
(Embodiment 12)
Fig.21 (a) shows the embodiment of the joint damping panel 40b and the general purpose damping panel 40c which were arrange | positioned and attached to the small space 4b between pillars. Column 8, foundation 10 (example: 120 mm square), horizontal member 11 (example: 120 mm width × 240 mm height) core height: 2800 mm height, column core width between columns: 910 mm, center column 9 at the center The seismic control panel 40b is composed of two spaces, ie, a small space 4b between columns provided with (e.g., 120 mm width x 60 thickness) (e.g., 2620 mm height x 365 mm width x 120 mm depth). And an embodiment in which a general-purpose seismic control panel 40c is connected and installed in a bridge shape between the pillars 8 and 9 between the pillars 8 at a substantially central portion in the height direction of the floor. It is the elevation surface schematic diagram which looked at an example from the outer wall surface side.

  More specifically, FIG. 21B shows a detailed front view of the joint damping panel 40b. The joint damping panel 40b is attached to the joint part and has the following structure. For buffering semi-rigid foam synthetic resin plates 1s (eg: foamed bead method, expansion ratio 30 times, thickness 45 mm) and rubber-like elastic plates 20 in a substantially triangular shape (eg, regular triangle with sides of 350 mm) The plate body, the vibration control frame 41 composed of the vertical frame 41a and the horizontal frame 41b fixed to the joint portion of the structural housing 4, and the fixing member for the push-in fixing tool 5 and the hexagon bolt 16e, and the like. In the following description, an example in which a semi-rigid foam synthetic resin plate 1s is used as a buffer plate will be described as a representative. FIG. 2A shows a preferable example in which the vibration control panel 40b is provided opposite to the four joints above and below the inter-column space 4b, but there is no particular limitation. In consideration of the balance with the seismic strength 4, for example, a pair of upper or lower joints or a pair of diagonals may be appropriately attached. For example, when these pair of joint damping panels 40b are mounted opposite to the upper joint, when the small inter-column space 4b is alternately deformed in the positive and negative directions, one positive joint is formed during positive deformation. Deformation in the compression direction acts on the seismic panel 40b, and deformation in the tensile direction (tearing) acts on the other one seismic control panel 40b. On the contrary, at the time of negative deformation, one of the joint panels 40b is subjected to deformation in the tensile direction (tearing), and the other joint panel 40b is subjected to deformation in the compression direction. The tensile force is equivalent to the seismic energy, and it absorbs and recovers elastically and exhibits the seismic control effect. The joint damping panel 40b has a discontinuous connection at the corners of the vertical frame 41a and the horizontal frame 41b in order to transmit deformation and vibration acting on the joint to the semi-rigid foam synthetic resin plate 1s in real time. Alternatively, it is desirable to connect to an L shape having flexibility (non-rigidity).

  The attachment structure of the joint damping panel 40b shown in FIG. 5C is a pair of a vertical frame 41a and a horizontal frame 41b (for example, 50 mm high × 35 mm) from both side surfaces of the semi-rigid foam synthetic resin plate 1s. It shows a state in which it is sandwiched and assembled with a width × 6 mm thickness and an uneven side angle steel, and fixed to the structural housing 4 with a lag screw bolt 16d (for example, 8 mmΦ).

  The semi-rigid foam synthetic resin plate 1s used for the joint damping panel 40b is required to have a large elastic deformation force and restoring force following the deformation of the joint portion, and the kind, foam magnification, thickness and indentation of the foam synthetic resin. An optimal one may be selected as appropriate depending on the shape of the fixture 5 and the number of fastenings, but it is desirable to devise a shape that can be easily elastically deformed and restored. For example, the diagonal surface shown in FIG. 5B may be a curved shape 41e and the corner may be a corner cut 41f as appropriate. In addition, in order to add an elastic deformation force or an elastic restoring force, a previously-suppressed vibration control auxiliary material 41d (eg, width 20 mm × 2 mm thickness, made of spring steel) is embedded and integrated in the plate 1s. Is also desirable. For example, when the semi-rigid foam synthetic resin plate 1s is a bead method molded product, the vibration control auxiliary material 41d can be integrally molded by in-mold molding. When the semi-rigid foam synthetic resin plate 1s is an extruded product, a curved slit for inserting the vibration control auxiliary material 41d is previously punched with a Thomson blade or the like, and the vibration control auxiliary material 41d is arranged in the slit. And then integrated with an adhesive or the like. The shape of the vibration control auxiliary material 41d is not particularly limited, and a curved shape is desirable because it easily adapts to positive and negative deformations. The material of the vibration control auxiliary material 41d is desirably a material having high spring properties such as spring steel or polycarbonate resin, and the cross-sectional shape is not particularly limited to a flat plate shape or a round bar shape. Further, as another seismic auxiliary material 41d, for example, a substantially triangular net-like body may be used as the substantially rigid semi-rigid foam synthetic resin plate 1s. In this case, the net-like body can be integrally formed with the semi-rigid foam synthetic resin plate 1s in a sandwich shape by in-mold molding by a bead molding method. In addition, when the semi-rigid foam synthetic resin plate 1s is an extruded product, the thickness of the plate 1s is sliced into two parts in advance, and a metal mesh is sandwiched in the center and integrated with an adhesive or the like. May be. For example, in the case of a plain weave wire mesh, for example, wire diameter: 1 mmΦ, mesh opening: about 25 mm, more preferably wire diameter: 2 mmΦ, mesh opening: about 30 mm, and the material is stainless steel wire, polycarbonate wire, etc. Those with excellent springiness and antiseptic properties are desirable.

  FIG. 4C is a cross-sectional view taken along the line AA of FIG. 4B, and shows a partial cross-sectional view of the assembled structure of the joint damping panel 40b. A pair of indentation fixtures 5 from the front and back sides of the semi-rigid foam synthetic resin plate 1s (e.g., the outer diameter of the base end 50 mmΦ × the height of the protrusion 15 mm, the shape of the protrusion is approximately spherical, Is a solid PVC molded article shown in FIG. 4 (a) facing each other and sandwiched between a pair of vibration control frames 41a with a hexagonal bolt nut 16e (e.g., M8 mmΦ × 75 mm in length). 5 is embedded in the plate body 1s in a flush manner, fixed and assembled, and fixed to the column 8 with a lag screw bolt 16d (for example, 6 mmΦ) or the like. The planar shape of the joint damping panel 40b is preferably a substantially triangular shape, and is not particularly limited, such as a substantially regular triangle shape or a substantially unequal triangular shape, and can be a shape that effectively receives positive and negative forces acting on the joint. That's fine. Although the size is not particularly limited, it is desirable that it can be easily disposed and mounted in at least the small space 4b between the columns 8 and 9 in consideration of versatility. The joint damping panel 40b is desirable because it can exert a large damping effect in a small area even if there are obstacles in the large inter-column space 4a and the small inter-column space 4b. And it is excellent in workability and can be used in various joints such as partition walls, under floors, and roofs. For example, it is a cultural property building such as shrines and temples and houses that are difficult to seismically reinforce due to their restoration and preservation. It can also be easily implemented for anti-seismic and anti-seismic properties In addition, a fire-resistant metal for earthquake resistance is usually used for the floor surface and ceiling surface of a wooden house, but if the joint damping panel 40b is used instead of this metal-fired metal, it can be used as a substitute for a fire-resistant metal with vibration control. It can be a thing. As described above, the dedicated joint damping panel 40b can be designed according to the construction site, has a high degree of freedom, and is excellent in cost. Therefore, it can be widely applied regardless of whether it is a new construction or an existing construction.

  Further, the general-purpose vibration control panel 40c shown in FIG. 21A is mounted between the column 8 and the inter-column 9 (that is, the inter-column small space 4b). A pair of vertical frames 41a fixed to the inter-column space 4b with a lag screw bolt 16d (for example, 6 mmΦ) or the like is attached to a semi-rigid foam synthetic resin plate 1s (for example, bead method foamed polypropylene, expansion ratio 45 times, 365 mm width × An assembly example of a structure in which a pair of pressing fixtures 5 are opposed to each other from the front and back sides and fixed to 300 mm high × 45 mm thick) is shown. However, it may be a general-purpose vibration control panel 40c having a wide space between columns 8 (that is, a large space 4a between columns) (example: 790 mm width × 300 mm height), and the height dimension is not particularly limited. In addition to the vertical frame 41a, if the horizontal frame 41b is provided on the upper or lower side or any one of them and is fixed to the upper or lower joint part, the same effect as the joint damping panel 40b can be exhibited.

  FIG. 22 (d) is a detailed front view of the general-purpose vibration control panel 40c shown in FIG. 21 (a). For example, on the surface side of the bead-method semi-rigid foam synthetic resin plate 1s, a lattice-like buffer for molding is formed. This is a contrivance example in which an uneven portion 1t is provided to suppress warping and twisting during deformation, and to perform effective elastic deformation and restoration. The cross-sectional shape of the buffering uneven portion 1t is shown in FIG. Also, the shape and size of the bumpy uneven portion 1t and the shaping positions on the front and back sides are not particularly limited. From the type of resin, the expansion ratio, the thickness, the size of the buffer plate, and the amount of elastic deformation and restoration, etc. What is necessary is just to design suitably. Further, the buffering uneven portion 1t can be applied to a long vibration control panel and a joint vibration control panel, and can also be appropriately applied to various buffer plates in the above-described Embodiment 7 and Embodiment 8. Adoption of this buffering uneven portion 1t is desirable because further improvement in elastic deformation, restoration and damping effect can be obtained.

  FIG.22 (e) is BB sectional drawing of Fig.21 (a), Comprising: It is an assembly sectional view of the general purpose damping panel 40c. The fixing structure of the general-purpose vibration control panel 40c with the pressing fixture 5 is the same as that of the long vibration control panel 40a described above. The general-purpose seismic control panel 40c is not limited in the construction site, and is appropriately designed and adopted according to the situation of the structural housing 4 such as various joints, the hanging wall 27, the waist wall 28, the main part of the roof and the ceiling, etc. do it. Conventional seismic control devices define the height of the floor and the required dimensions between the pillars for the operation of the transmission medium device such as a lever, but there are no restrictions on these, regardless of whether it is a new construction or an existing construction. Design and construction with a high degree of freedom, such as parts, various dimensions, and shapes, are possible.

  Thus, the seismic control panel 40 (including the long seismic control panel 40a, the joint seismic control panel 40b, and the general-purpose seismic control panel 40c) of the present invention is provided by elastically deforming and restoring the elastic wall of the disposed and mounted walls. Since the deformation and the vibration of the non-mounted wall surface can be absorbed and suppressed, the seismic control effect of the entire building housing 50 can be satisfactorily exhibited. The long seismic control panel 40a, joint seismic control panel 40b, and general-purpose seismic control panel 40c have characteristics in construction and performance, respectively. If the optimum vibration control panel 40 is selected for each construction site, it is desirable because a more desirable anti-seismic design is possible.

Also, the tensile strength that can withstand the damage of the interlaminar displacement angle (example: 1/20 rad) exceeding the interlaminar displacement angle (example: 1/30 rad), which is one index of seismic resistance of the wooden structural frame 4 of earthquake resistance grade 1 If the damping panel 40 using a shock absorbing plate body such as the semi-rigid foam synthetic resin plate body 1s or the rubber-like elastic board body 20 having a high height is used, damage to the damping panel 40 itself is suppressed, It is expected to maintain maintenance-free performance even in earthquakes and other disasters, and to exhibit stable seismic control effects over the long term. In addition, the design of the seismic control panel 40 is the same as the design method of the conventional seismic control device, and the most effective outer wall surface, partition wall surface, etc. In consideration of the eccentricity and the like, at least the balance in the X direction and the Y direction is taken into consideration. As the number of installation of the vibration control panels 40 increases, the balance of the vibration control effect of the entire building housing 50 is more easily demonstrated. Therefore, it is desirable from the viewpoint of high durability and safety to provide a large number of vibration control panels 40 having weak vibration control performance. . This is possible for the first time because the cost per seismic control panel 40 is low. In addition, not only the problem of low seismic control effect on the first floor, which is considered to be the performance limit of the conventional seismic control device, is improved, but also the seismic control effect on the second floor or higher is expected to exceed the conventional seismic control device. Is done.
Currently, there is a growing preference for long-term excellent housing, but from the viewpoint of high durability, the earthquake resistance grade has been increased to 3 grades, the openings (windows, doorways, etc.) are narrow, and there are few, dark houses with little openness. It has become. However, the seismic rating of the structural frame is assumed to be 1 in the case of the heat-resistant and anti-seismic outer heat-insulated housing adopting the present invention, the heat-resistant and inner heat-insulated housing, and the housing using the vibration control panel of the present invention. Assuming that good earthquake resistance is added, earthquake shaking and damage are suppressed, and durability and comfort are expected to be improved. It is expected to be possible.

DESCRIPTION OF SYMBOLS 1 Foam synthetic resin board 1a Surface reinforcement 1b Shear through-hole 1c Shear fracture line 1d Fastening through-hole 1f Interphase joint 1h Drain hole 1n Elastic adhesive 1r Hard foam synthetic resin board 1s Semi-rigid foam synthetic resin board 1t Buffering uneven part 1u Foamed synthetic resin plate with pressing fixture 1w Mounting recess 2 Special screw nail 2a Nail head 2b Nail body 2c Caulking part 2d Elastic uneven part 3 Pushing auxiliary protrusion 3 'Pushing protrusion x Strike protrusion y Continuous streak projection z Fine streak projection 4 Structure housing 4x Inter-column space 4a Large inter-column space 4b Small inter-column space 5 Pushing fixture 5a Protruding part 5b Base end part 5c Protruding part tip 5d Through hole 5e Leading part 5f Inner part 5g Nail 5h Hollow part 5m Core part 5n Elastic body 5q Recessed part 5r Streaky protrusion 5s Locking hole 5t Streaky concave groove 5u 鍔 5 'Pushing fixture with fixed leg part 6 Fixed leg part 6a Supplement Leg 7 Test housing 7a Test housing 7b Test housing 7c Test housing 8 Pillar 8a Fastening material 9 Intermediary column 10 Base 11 Horizontal material 12 Hose insert 13 Base 14 Venting trunk edge 14a Venting trunk edge 14c corner part 15 Structure Surface material 16 Fastening material 16a Round nail 16b Stepped screw nail 16c T-shaped hardware 16d Screw nail 16e Hexagon bolt nut 17 Outer wall material 19 Damping frame 19a Vertical substrate 19b Horizontal substrate 20 Rubber elastic plate 21 Projection Push-in fixing tool having no part 22 Moisture permeable waterproof sheet 23 Airtight tape 24 Trunk edge receiving pier 25 Broken part 25a Broken mark 26 Broken mass 27 Dripping wall 28 Waist wall 29 Recessed part 30 Pressure resin area 31 Compressive stress dispersion area 32 Pressing force 33 Fitting groove 34 Burying depth 35 Effective pressing area 36 Retraction stress curved surface 40 Damping panel 40a Long damping panel 40b Panel 40c General-purpose damping panel 41 Damping frame 41a Vertical frame 41b Horizontal frame 41c Auxiliary frame 41d Damping reinforcement 41e Curved shape 41f Corner corner cut 42 Patchwork sheet 43 Tape-like sheet material 50 Building frame 51 Interlaminar displacement angle 52 Interlaminar displacement Quantity 53 Opening 54 Anchor bolt 55 Floor concrete 56 Marking position 60 Filling heat insulating material 61 Interior material 62 Floor material

Claims (6)

Before placing the exterior wall constituent material on the outer wall surface side of the foamed synthetic resin plate, it is a push fixture for fastening the foamed synthetic resin plate to the structural housing with a fastening material, A protrusion projecting from the base end, and a through-hole through which a fastening material passes through substantially the center of the base end, the periphery of the base end being 90 with respect to the surface of the push-in fixture. The foamed synthetic resin plate having a curved surface and / or plane smaller than the above-mentioned degree, and being pushed and buried in the foamed synthetic resin plate body with a fastening material penetrating from the through hole of the base end portion Using a push fixture that fastens the body to the structural housing by screwing ,
It is a joint damping panel formed by fixing a substantially triangular foamed synthetic resin plate to a vertical frame and a horizontal frame,
Arrange the push fixture and the frame in this order on at least one of the front and back surfaces of the foamed synthetic resin plate,
A fastening material is screwed and passed through the frame, the push-in fixture, and the foamed synthetic resin plate,
Thus, a joint damping panel formed by integrating the three members by pressing and embedding the protruding portion of the pressing fixture into the foamed synthetic resin plate. Frame, push the fixture, and foaming synthetic before integrating the three parties of the resin plate body, Joint Seismic panel according to claim 1 which has been previously integrated in advance the frame and pressing write fixture. A pair of the pressing fixtures are arranged so as to face each other on both the front and back surfaces of the foamed synthetic resin plate body, screwed with a fastening material penetrating the pair of opposing pressing fixtures, and the relative protruding portions of the pair of push fixture countercurrent is forced into the foamed synthetic resin plate in the body at a position where the front and back surfaces of the opposed foamed synthetic resin plate body rare, specifications according to claim 1 or 2 are buried Mouth vibration control panel. Foamed synthetic resin board member semirigid foam synthetic resin plate body part or the whole of, and / or, Joint Seismic according to any one of 請 Motomeko 1 to 3 was replaced with a rubber-like elastic plate member panel. The push-in fixture is formed of one or more materials selected from rubber-like elastic bodies such as metal, wood, foamed or non-foamed synthetic resin, and rubber and elastomer. The joint seismic control panel described. The joint seismic control panel according to any one of claims 1 to 5, wherein the indentation fixture is provided with a fixed leg portion that defines a buried depth.