JP3150621U - Breathable exterior composite panels for breathable exterior walls of wooden buildings - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide an outer wall panel for obtaining an outer wall having an energy saving effect in summer and winter, easy to construct, and reliable in quality in the construction of a breathable heat insulating outer wall of a wooden building. To do. SOLUTION: As an outer wall composite panel 1, ventilation grooves G and thick portions 1T are alternately arranged on a layering surface 1S of a heat insulating layer 1B, and both front and back surfaces are provided on a layering surface 1S of the heat insulating layer 1B. The outer wall panel 1 is configured by layering a non-moisture permeable heat shield sheet 1C having a radiant heat reflective layer, and the panel 1 is used as a structural surface material for the outer wall housing WF. The outer wall is stretched with the outer surface as the inner outer wall, and the outer wall is stretched on the outer side of the inner outer wall via the ventilator edge to heat and store heat from the vent layer on the inner surface of the outer material to the heat insulating layer 1B. While blocking, it becomes the air permeable heat insulation outer wall which discharge | releases the water vapor | steam (humidity) of the heat insulation layer 1B from the groove | channel G group. [Selection] Figure 1

Description

  The present invention is an outer wall composite panel suitable for constructing the outer wall of a wooden building to be breathable outer heat insulation. More specifically, the heat insulation layer provided with a group of grooves for ventilation has a radiant heat reflection function on both sides. An outer wall composite panel in which a heat-shielding reflection sheet is layered and belongs to the technical field of wooden construction.

It has been conventionally used to externally heat insulating materials on wooden buildings to form external heat insulating buildings.
FIG. 7 cited as a prior art example 1 is an externally stretched wooden building, which is shown in Non-Patent Document 1. As shown in FIG. 7 (A), structural wall materials such as columns and studs are interposed between structural face materials. In addition, a heat insulating material is vertically attached to the outside of the heat insulating material, and the air insulating material is fixed to the housing by a fixing nail penetrating the heat insulating material from above the heat insulating material. The exterior base material is stretched on the edge with fixing nails, and the wooden building is covered with heat insulation by the heat insulating material, and the space between the heat insulating material formed between the ventilation shell edges on the outer surface of the heat insulating material and the exterior base material is a ventilation layer The air flow is made to flow up and down from the waist water drainage fitting at the lower end of the outer wall, and flows out from the upper end of the outer wall to the outside through the eaves ceiling ventilation port.

  In the foundation, as shown in FIG. 7B, the outer surface of the concrete foundation rising portion is covered with a heat insulating layer, the outer surface of the heat insulating layer is protected with resin mortar, and the top of the foundation rising portion is covered. Is to fix the base through an airtight packing, and fix the structural face material to the front of the pillars and the pillars that are erected and fixed on the base.

  FIG. 8 cited as a conventional example 2 is an external thermal insulation method for a wooden building disclosed in Patent Document 1, in which a steel plate base material and a kraft paper covering material are foamed from a synthetic resin in an intermediate layer. A heat insulating panel that is integrally layered with a solidified adhesive force is attached to a pillar and a stud with a fixture, and has an outer wall structure that uses a close-contact type heat insulating panel.

  Moreover, FIG. 9 mentioned as the prior art example 3 was disclosed by patent document 2, and the close contact type air permeability which the inventor of this application developed and the inventor of this application has implemented for the construction of the external insulation building of a reinforced concrete is shown. As shown in FIG. 9 (A), a 25 mm thick extruded cement board, which is provided with a group of grooves for ventilation, is integrated with a 75 mm thick plate heat insulating material and layered as shown in FIG. The cement board width is 490 mm, the heat insulating material width is 500 mm, the cement board has a small step (10 mm) on one side edge, and a large step (20 mm) on the other side edge, The groove is 13 mm deep and 30 mm wide.

FIG. 9B of Conventional Example 3 is a modification of the breathable heat insulating composite panel shown in FIG. 9A and improves the ventilation function of the groove.
That is, on the surface of the heat insulating material to be layered with the cement board, a heat insulating material groove having the same width as the groove of the cement board and a depth of 10 mm is arranged oppositely, and the cement board groove and the heat insulating material groove are arranged. The depth of the groove for ventilation inside the composite panel, in which the cement board and the heat insulating material are layered and integrated with each other, is determined as follows: cement board groove depth 13 mm + heat insulating material groove depth 10 mm The depth of the aeration groove is increased without increasing the cement plate thickness, and the air flow through the groove is 23 mm. The function is improved.

 FIG. 10 cited as Conventional Example 4 is a plate-like composite heat insulating material disclosed in Patent Document 3, which has a group of ventilation grooves buckled on the surface of the foamed plastic heat insulating material, and removes indoor humidity from the outside. A polyolefin non-woven fabric to prevent rainwater from entering the room from entering the room, and is attached to the top and bottom surfaces of the heat insulating material and the bottom of the ventilation groove, and an exterior material such as a siding material is attached to the surface of the ventilation groove Bonded and laminated.

Japanese Patent Laid-Open No. 11-159032

Utility Model Registration No. 3084180

JP-A-10-71659

Foundation, Building Environment and Energy Conservation Organization, issued on June 1, 2002, “Explanation of Energy Conservation Standards for Houses”, 1st edition, pages 199-206, “6.4 Outer Thermal Insulation Method”

[Problem of Conventional Example 1 (FIG. 7)]
In the external thermal insulation wall method disclosed in Non-Patent Document 1, as shown in FIG. 7, the ventilation layer is formed by arranging the ventilation drum edge on the heat insulation material and using the ventilation drum edge fixing nail. And through the structural face material and fixed to the pillar, and the exterior base material (face material) is fixed to the ventilator edge by the exterior base material fixing nail, and the heat insulating material and the outer wall heat insulating material of the foundation rising part, In order to prevent air-insulating defects (air-tight defects), the air-tight process is performed with an air-tight packing between the foundation riser and the foundation. It is a lot of troublesome work.
In addition, during long-term durability, the nail creeps and the exterior base material hangs down, cracks and peels off the outer wall finishing material, and damages the outer wall.

In addition, when a large exterior finish material such as a tile is placed on the exterior base material, in order to prevent the exterior base material from sagging, the horizontal beam of the same thickness as the heat insulation material is appropriately spaced. It is necessary to arrange the inside of the inside, or to adopt a ventilation cylinder edge of the insulation material thickness + the ventilation layer thickness, and to fix the ventilation cylinder edge to the pillar with a nail. The arrangement and fixing work of the trunk edge requires skill, requires a lot of man-hours, and the workability of the outer heat insulating wall is poor.
In addition, since the surface of the plastic heat insulating material is deteriorated and peeled off due to the influence of ultraviolet rays, it is necessary to cover the surface of the heat insulating material with a moisture permeable waterproof sheet or the like to suppress the ultraviolet ray deterioration.
And since the high heat in the ventilation layer in summer is additionally stored in the heat insulation layer, the cooling energy in the room also becomes large.

[Problem of Conventional Example 2 (FIG. 8)]
As shown in FIG. 8, the outer insulation method of the conventional example 2 is a factory-produced product in which a steel base material and a covering material such as kraft paper are integrally layered by a solidified adhesive force of a synthetic resin foam heat insulating layer. Because the heat insulation panel is externally attached to the wooden frame, only the heat insulation layer can be reasonably constructed, but the exterior base material and / or the exterior finish material must be attached outside the coating material. In the case of forming a ventilation layer on the outside of the heat insulation panel, the arrangement of the exterior base material and / or the exterior finish material on the outside of the panel is the same as that of the conventional example 1, and the construction is interposed between the trunk edges, Also in the conventional example 2, the construction of the breathable outer heat insulating outer wall has many man-hours and the workability is poor.
And since the heat insulation layer heats / stores heat from the outside like the prior art example 1, the indoor cooling energy becomes large in summer.

[Problem of Conventional Example 3 (FIG. 9)]
The breathable composite panel of Conventional Example 3 was developed by the inventor of the present application in order to adopt a reinforced concrete exterior heat insulation building as a discarded frame of an outer wall. A composite panel made of cement, oxalic acid raw material, and fiber-based raw material, extruded into an autoclave-cured plate with a ventilation groove on one side, and layered integrally with a heat insulating material Is a dry contact type composite panel, but has a ventilation layer formed by a groove group on the inner surface of the panel.

  Therefore, the panel shown in FIG. 9 (A) has sufficient strength as a discarded frame of the concrete outer wall, but the cement board has a groove group having a depth of 13 mm necessary for exhibiting the ventilation function. Therefore, the cement plate thickness is 25mm, and warpage is likely to occur in the manufacturing process, and the cement plate width can be made wide in order to avoid cracking during press processing when wearing an integrated layer with a heat insulating material. Without 490mm width.

Moreover, since the specific gravity of the cement board with the necessary rigidity as a concrete disposal frame is 1.8 to 2.0, the cement board itself is 35 kg / m ² and is heavy. A panel having a cement board having a height of 2840 mm and a width of 490 mm and having a weight of about 1.5 kg and a thickness of 75 mm and a thickness of about 75 kg is about 50 kg.
Therefore, since the panel is heavy and difficult to handle, and has a small width, the workability of connecting the panels to the outer wall is poor, and it is difficult to employ the panel for the outer wall of a wooden building.
In addition, the presence of ventilation grooves in the cement board, and the fact that the vertical connection of the panel must have a joint spacing between the upper and lower edges of the cement board, makes it possible to connect the vertical grooves between the panels. In order to secure the ventilation structure by the group, it is necessary to adopt a special ventilation backer developed by the inventor of the present application.
And like the prior arts 1 and 2, in the summer, since the air in the groove which has been heated is additionally stored in the heat insulating material, the cooling energy in the room becomes large.

Moreover, the panel shown in FIG. 9 (B) is proposed as a modification of the panel of FIG. 9 (A), and is intended to increase the ventilation function by deepening the groove in the panel. With a cement plate thickness of 25 mm, a 75 mm insulation material is provided with a 10 mm deep groove that creates a heat insulation defect, and the groove depth is 13 mm on the cement plate side + 10 mm on the insulation material side, for a total of 23 mm. However, when laminating a cement plate and a heat insulating plate, the integrated layering operation in the form of alignment between the mold-formed cement plate side groove and the notched heat insulating plate side groove is complicated and labor-intensive. It becomes an elaborate work with.
In addition, heat and heat storage from the heat-insulating material groove having a high temperature in the summer to the heat insulating material is unavoidable, leading to an increase in cooling energy.

  Accordingly, the panel shown in FIG. 9B can be deeper (23 mm) than the groove depth (13 mm) of the panel of FIG. 9A, and a slight improvement in the ventilation function can be obtained. 75 mm thickness) caused a heat insulation defect due to a 10 mm thick groove, and since the outer heat insulation function was lowered and the laminating workability was poor, the implementation effect could not be expected. This is implemented in the type shown in FIG.

[Problem of Conventional Example 4 (FIG. 10)]
The breathable composite panel of Conventional Example 4 is externally attached to a wooden frame, and an external heat insulating outer wall can be reasonably constructed. However, when a narrow plate-like material or exterior material is stretched on the exterior material of the composite panel Becomes adhesive adhesive, and the finishing work of the outer wall is complicated.
In addition, since the foamed plastic layer has a group of ventilation grooves that become heat-insulating defects, in the summer, the inside of the ventilation groove is heated by radiant heat due to solar radiation, and heat and heat is stored in the insulation layer (foamed plastic layer). As in 1 to 3, the indoor cooling energy is increased, and in the winter, heat from the room enters the ventilation groove and is vented and released as radiant heat, leading to an increase in room heating energy due to heat insulation defects.

  The present invention solves or improves the problems of the conventional examples and provides a new outer insulation method for wooden buildings, and is a lightweight and wide new ventilation developed for wooden exteriors. A highly functional outer insulation structure that uses a composite outer heat insulation composite panel and is far easier to construct than the conventional wooden outer insulation method, and that can save energy in air conditioning in summer and winter. It is.

  The breathable outer wall composite panel of the present invention is, for example, as shown in FIG. 2, a breathable outer wall composite panel 1 that is stretched over an outer wall housing WF of a wooden building to construct an inner outer wall. As shown in FIG. 1, a ventilation groove G and a thick portion 1T for layering are alternately arranged in the longitudinal direction on the layer attachment surface 1S of the foamed plastic heat insulating layer 1B, and both the front and back surfaces are radiant heat reflection layers. A non-moisture permeable, heat-shielding reflection sheet 1C provided with a layer is integrated with the layering surface 1S.

In this case, the heat-insulating / reflective sheet 1C of the outer wall composite panel 1 is formed by laminating aluminum foil on both front and back surfaces of a moisture-impermeable sheet, and the sheet 1C itself may not have a heat insulating function, but typically The Lamipack SD-W (Sakai Chemical Industry Co., Ltd., trade name) in which the sheet 1C itself also has a heat insulating function is adopted.
Further, the heat insulating layer 1B of the outer wall composite panel 1 may be a foamed plastic heat insulating plate in which the ventilation groove G can be formed and the heat shield sheet 1C can be integrally layered. It is a JISA9511 extruded polystyrene foam plate having a thickness of 75 mm and a thermal conductivity of 0.024 kcal / mh ° C. (0.028 W / mk) or less.

  Further, the ventilation groove G group of the outer wall composite panel 1 ensures the minimum flow of the draft air flow a and the depth Gd of the groove G so as to minimize the heat insulation defect of the heat insulating layer 1B. The width a1, the thick part 1T, and the arrangement area of the groove G may be cut out with a cutter in consideration of the air flow function (moisture release function) and the heat insulation defect. G has a depth Gd of 15 mm and a width a1 of 45.5 mm, and the groove width a1 and the thick part 1T width a1 are equal (45.5 mm).

  As shown in FIG. 4, the outer wall composite panel 1 is fixed by aligning the vertical contact surfaces Vf of the panels 1 and the center of the panel 1 in the width direction with the columns 21A and the intermediate columns 21B. The ventilation cylinder edge 12A of 45 mm in width and thickness Gd ′ (standard: 20 mm) made of wood is aligned with the column 21A and the intermediate column 21B in the vertical direction, and the long screw 11A is connected to the ventilation cylinder edge 12A. If the panel 1 and the structural face material 13 are passed through and placed on the columns 21A and the intermediate columns 21B, an outer ventilation layer G ′ corresponding to the thickness Gd ′ of the ventilation trunk edge 12A can be formed, and each panel 1 Since the mutual lateral connection portions, that is, the vertical contact surfaces Vf are closed by the ventilator edge 12A, the airtight tape processing on the vertical contact surfaces Vf becomes unnecessary, and the workability is improved.

In this case, if the long thread 11A adopts a course thread (trade name) manufactured by Sanko Techno Co., Ltd. having a diameter of 5.3 mm and a length of 160 mm, an iron round nail for woodwork (allowable shear force: 70 kgf) Since the strength of the screw 5A is 5 times that of the long screw 11A, the interval between the long screws 11A can be widened and the interval between the screw threads is wide, so that the workability is good and the outer wall composite panel 1 can be fixed so as to prevent floating. It can be constructed with less cracking.
Moreover, the vertical connection of each panel 1 implements the heat insulation layer 1B with a vertical contact form, and implements each groove | channel G group with a vertical alignment contact form, Comprising: Panel groove | channel G group ( In order to ensure the ventilation function for the inner ventilation layer) and the ventilation layer G ′ (outer ventilation layer), the groove G group and the ventilation layer G ′ may be released to the outside at the lower and upper ends of the completed outer wall.

Therefore, the breathable outer wall composite panel 1 of the present invention is a panel provided with the inner ventilation layer G as an inner outer wall by simply abutting and fixing the outer wall composite panel 1 to the structural face material 13 of the outer wall housing WF. An outer wall can be formed, and by simply stretching a conventional exterior material 12 on the outside of the panel outer wall via a ventilation trunk edge, an outer outer wall having an outer ventilation layer G ′ can be constructed, and the outer wall composite panel 1 itself can be constructed. Combined with the factory-produced product that is lightweight and easy to handle, the construction of a breathable outer wall can be done with good workability and quality.
And the ventilation layer G '(outer ventilation layer) formed outside the outer wall composite panel 1 cools the high temperature of the exterior material 12 due to solar heat by the through-air flow a', and damages the outer surface of the outer wall due to overheating. Suppress.

And, since the inner side surface of the outer ventilation layer G ′, that is, the outer surface of the outer wall composite panel is the radiant heat reflection sheet 1C, the high-temperature heat that has entered the ventilation layer G ′ is eliminated by the air flow a ′ as reflected radiant heat, Heat addition from the ventilation layer G ′ to the panel heat insulation layer 1B and the heat storage action are suppressed, which contributes to energy saving in summer cooling.
Further, since the heat shield reflective sheet 1C is impermeable to moisture, it functions as a waterproof layer and a moisture proof layer with respect to the heat insulating layer 1B, and from the outside, ie, from the air-permeable layer G ′, which causes a decrease in the heat insulating function of the heat insulating layer 1B. The water vapor supply action to the heat insulation layer 1B is suppressed, and the release of moisture (water vapor) inside the panel, that is, the heat insulation layer 1B from the groove G group is allowed.

  And since the open surface (ceiling surface) of the groove | channel G is protected by the radiant heat reflective layer, the groove | channel G group as an inner side ventilation layer in the panel 1 is the outer surface of the heat insulation layer 1B, ie, a line | wire, at the time of heating in winter. Most of the heat released from the bottom surface of the groove G is reflected by the radiant heat reflecting layer on the groove ceiling surface, converted into heat at the heat insulating layer surface, that is, the bottom surface of the groove G, and reduced and added again to the heat insulating layer 1B. The effect | action which compensates the heat insulation defect | deletion for lacking the groove group G of the heat insulation layer 1B is produced.

  Therefore, the outer wall structure constructed by using the breathable outer wall composite panel 1 as the inner outer wall according to the present invention is a heat shielding reflection sheet 1C that is non-moisture permeable and has a radiant heat reflection layer 1K on the front and back surfaces. G) and the outer ventilation layer G ′ are partitioned, so that the heat insulating layer 1B prevents moisture absorption from the outside, promotes moisture releasing action from the inside, and ensures the heat insulating function maintenance of the heat insulating layer 1B. High quality breathable outside, which suppresses heating and heat storage from the outer ventilation layer G 'to the heat insulation layer 1B in summer, suppresses heat radiation from the heat insulation layer 1B in winter, and achieves energy saving of air conditioning Provide an insulated outer wall structure.

In addition, as shown in FIG. 1C, the heat insulation layer 1B of the outer wall composite panel 1 of the present invention has a width a1 of the groove G and a width a1 of the thick portion 1T, and both side edges are half-width. A thick portion 1T ′ of a2 (1 / 2a1) is preferable.
In this case, typically, the heat insulation layer width AW is 910 mm, both the groove width and the thick part width are 45.5 mm (a1), and the thick part 1T ′ on both side edges is 22.75 mm ( 1 / 2a1), and the layer attachment surface 1S of the heat insulating layer 1B has the equal width of the groove G and the thick part 1T, and is alternately distributed.

  Accordingly, in the outer wall in which the panel 1 is laid up and down, left and right, the laterally connected portion between the panels 1, that is, the vertical contact surface Vf, the half-width (22.75 mm) thick portion 1T ′ 2 Since the book is integrated into a thick part having the same width as the thick part width a1 (45.5 mm), the moisture releasing action of the heat insulating layer 1B through the grooves G is a uniform action on the entire outer wall. The heat insulating function by moisture release of the heat insulating layer 1B can be maintained uniformly over the entire outer wall.

  In addition, since the groove G group having a depth Gd (standard: 15 mm) is evenly distributed over the entire panel area, the heat insulation defect due to the notch of the groove G of the heat insulating layer 1B is also caused by the groove. Radiation radiant heat from the groove G at the radiation heat reflecting layer (aluminum foil) 1K covering the ceiling surface of the groove G, resulting in a leveling defect on the entire panel surface of the depth Gd 1/2 (standard: 7.5 mm defect) Combined with the heat conversion re-reduction addition action on the bottom surface of the groove G, the minimum moisture release function by the groove G group and the heat loss minimization by the groove G group notch are This can be achieved without any problem in a leveled state over the entire wall surface.

Moreover, as shown in FIGS. 3 (D) and 3 (E), the heat-insulating / reflective sheet 1C of the outer wall composite panel 1 of the present invention includes two core materials 1D each provided with a group of protrusions 1F on a plastic resin sheet 1E. It is preferable that the projection 1F group surfaces are layered opposite to each other, and the aluminum foil 1K is layered on the outer surfaces of the front and back sheets 1E.
In this case, since the heat shield reflection sheet 1C is in the form of opposing contact of the group surfaces of the protrusions 1F in which the air is enclosed, an air layer is interposed between the protrusions 1F and the protrusions 1F, so that the heat shield reflection sheet 1C In itself, it exhibits a heat insulating material function, and typically, it is possible to adopt Ramipack SD-W (trade name) manufactured by Sakai Chemical Industry Co., Ltd. Lightweight (335 g / m ² ), high thermal insulation (reflects 93-99% of 2-18 μm infrared rays), high strength (tensile strength 3.9 N / mm), prevents radiant heat from entering and has excellent durability Can be easily cut with a cutter or scissors.

Therefore, in the heat shield reflection sheet 1C, the aluminum foils 1K on the front and back surfaces exhibit a radiant heat reflection function and also have a heat insulating function. Therefore, in summer, high heat that has entered the ventilation layer G ′ is exposed to the outside as radiant heat. In addition, the heat conduction heat storage to the heat insulation layer 1B is prevented, and in the winter, the heat insulation layer 1B is insulated and protected, and part of the radiant heat from the bottom surface of the groove G of the heat insulation layer 1B is used as reflected radiant heat. By reducing and re-adding to the side, the heat radiation cooling action of the heat insulation layer 1B is reduced, and the heat insulation defect compensation action by the notch of the groove G group to the heat insulation layer 1B is exhibited.
Therefore, the outer wall panel 1 on which the heat shield reflection sheet 1C is layered can provide an outer heat insulating outer wall that is effective for energy saving in both a cold region and a warm region.

Further, as shown in FIG. 1C, the heat insulating layer 1B of the outer wall composite panel 1 is an extruded polystyrene foam heat insulating plate 1B having a thickness T3 of 75 mm, and is equal in width to the thick portion 1T and having a depth Gd of 15 mm. It is preferable that the heat shield sheet 1C has a thickness T2 of 8 mm and exhibits a heat insulating effect equivalent to the 5-7 mm thickness of the extruded polystyrene foam heat insulating plate 1B.
In this case, as the heat shielding reflective sheet 1C, a typical Lamipack SD-W (product surface) having a thickness of 8 mm has a thermal conductivity of 0.032 kcal / mh ° C. (0.038 W / mk). When converted to an extruded polystyrene foam heat insulating plate having a rate of 0.024 kcal / mh ° C. (0.028 W / mk), a heat shield sheet 1C having a thickness T2 of 8 mm is converted into a 6 mm thick plate of the extruded polystyrene foam heat insulating plate. It will be equivalent.

Further, since the groove G has the same width as the thick portion 1T, the groove G group arranged in the heat insulating layer 1B substantially occupies an area of ½ of the upper surface of the heat insulating layer (layering surface 1S). Since the depth Gd of the groove G is 15 mm, the heat insulation defect of the heat insulation layer 1B having a thickness T3 of 75 mm is 1/2 Gd, that is, 7.5 mm, and the heat insulation layer 1B has a thickness of 67. It becomes a heat insulating material of 5 mm (75 mm-7.5 mm).
In addition, according to the heat insulation standard (Hokkaido area) in the next-generation energy saving standard announced in 1999, the wooden airtight house has a heat resistance value of 2.4 m ² k / w (2.06 m ² h ° C / kcal) and heat insulation. The material thickness is 70 mm.

Therefore, in the outer wall composite panel 1 of the present invention, the heat insulation layer 1B having a thickness of 75 mm causes a heat insulation defect having a thickness of 7.5 mm due to the groove G group and is substantially 67.5 mm. By adding a 6mm heat-shielding reflective sheet 1C in terms of function, the thickness of the heat insulation layer 1B is substantially evaluated as 73.5 mm, satisfies the energy saving standard of 70 mm, and the heat insulation function of the heat insulation layer 1B Water vapor (humidity), which is a cause of the decrease, can be diffused and eliminated from the groove G group having a sufficient draft air flow function.
Moreover, since the heat shield reflective sheet 1C shields the radiant heat that occupies 50 to 70% of the heat transfer at a high cut rate (93 to 99% of infrared rays of 2 to 18 μm), the outer wall composite panel 1 of the present invention. In Japan, the outer wall structure constructed in (1) satisfies the strictest heat insulation standards (Hokkaido district standards) and is a high-performance energy-saving outer wall that does not cause deterioration of the heat insulation function.

Moreover, it is preferable that the outer wall composite panel 1 for 1st floor is provided with the transverse groove G1 which connects the lower end of the groove G group, as shown in FIG.
In this case, the lower end of the outer wall composite panel 1 is supported by the angle-shaped outer wall bracket 6 fixed to the concrete foundation rising portion 5, and the air hole H6 of the horizontal side 6F of the outer wall bracket and the transverse groove G1 are supported in an aligned manner. Just do it.
The transverse groove G1 may be cut out with the same width and depth as the longitudinal ventilation groove G, but the notch in the cutter of the transverse groove G1 is the lower end of the heat shield sheet 1C, ie, the transverse As shown in FIG. 3 (C), the central thick portion 1T and the thick portions 1T ′ on both sides of the heat insulating layer 1B are bonded to the heat shielding reflection sheet 1C from the viewpoint of maintaining adhesion at the arrangement portion of the groove G1. It is preferable to cut out in the form left as a surface.

Therefore, in the outer wall composite panel 1 for the first floor, as shown in FIG. 5A, the ascending air flow a flows into the transverse groove G1 from the air hole H6 on the horizontal side 6F of the outer wall bracket 6, and Since the air flow a flows through and rises in each groove G group where the lower ends communicate with the groove G1, the arrangement of the air holes H6 on the horizontal side 6F is the arrangement interval (45.5 mm) of each groove G. Regardless, it can be arranged at an appropriate interval (standard: 150 mm interval) with an appropriate hole diameter (standard: 15 mm diameter), and the outer wall bracket 6 of the long object has a wide interval between the air holes H6 so that the strength does not decrease. Can be placed.
And the alignment arrangement | positioning to the outer-wall bracket 6 of each panel 1 is also the horizontal strip of the panel 1's long dimension (standard: space | interval (409.5 mm) of the center thick part 1T and the side edge thick part 1T '). This can be easily performed by only the front-rear position alignment between the groove G1 and the air hole H6 of the outer wall bracket 6, and the panel 1 can be easily mounted.

  Further, in the outer wall composite panel of the present invention, as shown in FIGS. 3A and 3B, the end surface step d1 (standard: 20 mm) up to the middle of the thickness T3 (standard: 75 mm) of the heat insulating layer 1B. As shown in FIG. 6, the upper and lower phases are joined to the roof heat insulating layer 2B at the upper end, and the upper end portion Gu of the heat insulating layer groove G group is connected to the upper end of the heat shielding reflection sheet. It is preferable to carry out with exposure d2 (standard: 57.5 mm) from (Cu).

In this case, the end surface level difference d1 at the upper and lower ends of the panel 1 is such that the extension of the outer wall composite panel 1 abuts against the structural surface material 13 disposed on the outer wall housing WF, and the heat insulating layer 1B collides with each other. It is sufficient that the notch thickness T4 and the height d1 at the lower end of the panel and the notch thickness T4 and the height d1 at the upper end of the panel are the same size with respect to the thickness T3 of the heat insulating layer 1B. Typically, the thickness T4 is ½ of the heat insulating layer thickness T3 (75 mm), and the height d1 is 20 mm.
Moreover, what is necessary is just to form the inclination gradient surface Fu of the heat insulation layer 1B upper end of the panel 1 contact | abutting to a roof surface in alignment with the inclination angle of the roof insulation layer 2B arrange | positioned on a roof surface.

Therefore, the upper and lower connections between the panels 1 are phased connections at a level difference d1 having a sufficient thickness, and the abutting contact operation between the heat insulating layers 1B of the upper and lower panels can be easily performed. Assures a top-bottom aligned connection.
Then, the exposure of the groove upper end portion Gu at the upper end of the outer wall composite panel 1 allows the draft rising air flow a to be discharged from the upper end of the groove G group only by stretching the panel 1 to the structural surface material 13. Guarantee.
Moreover, since the horizontal contact surfaces hf generated by the connection between the upper and lower panels 1 are phase-separated connections between the heat insulating layers 1B, the airtightness can be ensured, and the hermetic tape processing to the horizontal contact surfaces hf is not required.

  By adopting the breathable outer wall composite panel 1 of the present invention, the outer wall structure is such that the outer wall composite panel 1 is stretched on the outer wall frame WF of the wooden building, and the exterior material is provided on the panel stretching surface via the ventilator edge 12A. 12 is provided with an inner ventilation layer formed by a group of ventilation grooves G in the panel surface as an inner outer wall, and an outer ventilation layer formed by a ventilation layer G ′ on the inner surface of the exterior member 12 as an outer outer wall. In addition, the new outer heat insulating outer wall structure can be constructed with a simple and simple work with good workability, coupled with the fact that the outer wall composite panel 1 itself is lightweight and easy to handle.

  Further, since the groove G for ventilation as the inner ventilation layer is arranged only in the heat insulating layer 1B in the panel manufacturing process, the trouble of the heat insulating defect with respect to the thickness of the heat insulating layer 1B is suppressed within an allowable range, and the draft is increased. Under conditions that cause the necessary flow of the air flow a, for example, it is desirable that the insulation function is minimized and the ventilation function is low, or that the insulation function is an acceptable limit value and the ventilation function is excellent. Depending on the situation, it can be cut out freely with a cutter, and it is possible to construct a wooden exterior insulated house according to the construction area and the demand of the customer.

And since the groove G group for ventilation | gas_flowing of the outer wall composite panel 1 exists only in the heat insulation layer 1B, also when connecting the outer wall composite panel 1 up and down, such as 2 stories, 3 stories, etc., the heat insulation layer of the panel 1 It is easy to secure the communication structure of the ventilation groove G group by the mutual vertical abutment contact of 1B.
In this case, since the exterior material 12 as the outer outer wall is stretched through the ventilator edge 12A during construction, it can be freely selected and implemented according to the demands of the consumer, and the outer wall structure is functional, design, cost From the aspect, it is possible to respond freely to consumer preferences.

  In addition, since the heat-insulating / reflective sheet 1C on the outer surface of the outer wall composite panel 1 as the inner outer wall is non-moisture permeable and partitions the inner ventilation layer (groove G group) and the outer ventilation layer G ′, the outer ventilation layer It becomes a waterproof layer of rainwater that penetrates into G ′, drains rainwater from the gap (interval) ad at the lower end of the exterior material 12, and prevents humidification of the heat insulating layer 1B from the outer ventilation layer G ′ side, Water vapor (humidity) is discharged from the inner ventilation layer (slot G group) by the draft rising air flow a, and the heat insulation function deterioration due to moisture absorption of the heat insulation layer 1B is prevented.

And, by the existence of the outer ventilation layer G ′ provided with the heat shield reflection sheet 1C, the radiant heat entering from the outer wall surface is reflected by the solar radiation action and excluded from the ventilation layer G ′, thereby suppressing overheating damage of the exterior material 12 In addition, heating and heat storage to the heat insulation layer 1B are also suppressed.
And since the heat shielding reflective sheet 1C reduces and re-adds a part of the radiant heat radiated from the heat insulating layer 1B into the groove G into the heat insulating layer 1B, the heat insulation defect due to the arrangement of the groove G group of the heat insulating layer 1B is reduced. To do.

It is explanatory drawing of an outer wall composite panel, (A) is a partially cutaway perspective view of the panel for 1st floors, (B) is a partially cutaway perspective view of the panel for 2nd floors, (C) is C- of (A). It is a C line longitudinal cross-sectional view. It is a partial notch longitudinal cross-sectional view of the wooden building which employ | adopted the outer wall composite panel of this invention. It is explanatory drawing of an outer wall composite panel, (A) is a partially cutaway longitudinal cross-sectional view of the panel for 1st floors, (B) is a partially cutaway longitudinal cross-sectional view of the panel for 2nd floors, (C) is a panel for 1st floors (D) is sectional drawing of a thermal-insulation reflective sheet | seat, (E) is the EE sectional view taken on the line EE of (D). It is explanatory drawing of outer wall construction, (A) is a partially cutaway perspective view, (B) is a cross-sectional view. It is support explanatory drawing of an outer wall composite panel, Comprising: (A) is a longitudinal cross-sectional view, (B) is a perspective view of an outer wall receiving metal fitting. It is an upper part longitudinal cross-sectional view of an outer wall structure. It is explanatory drawing of the prior art example 1, Comprising: (A) is a partially notched longitudinal cross-sectional view, (B) is the elements on larger scale of (A). It is explanatory drawing of the prior art example 2, (A) is a panel perspective view, (B) is a construction method explanatory drawing, (C) is an outer wall perspective view, (D) is a principal part longitudinal cross-sectional view of (C). . It is explanatory drawing of the prior art example 3, Comprising: (A) is a cross-sectional view of a panel, (B) is a cross-sectional view of a modification. It is a perspective explanatory view of the composite panel of Conventional Example 4.

[Outer wall composite panel 1 (FIGS. 1 and 3)]
The outer wall root composite panel 1 is stretched as an inner outer wall on a structural face material disposed on the outer wall housing WF. FIG. 1 (A) is a perspective view of the first floor panel 1 and FIG. ) Is a perspective view of the second-floor panel 1 that abuts against the lower surface of the roof, FIG. 1C is a cross-sectional view of the panel 1, and FIG. 3A is a partially cut longitudinal view of the first-floor panel. FIG. 3B is a partially cutaway longitudinal sectional view of the second floor panel, and FIG. 3C is a partially cutaway perspective view of the lower part of the first floor panel.
That is, in the standard panel, the first-floor panel 1 and the second-floor panel 1 have the same cross-sectional shape, differing only at the upper and lower ends, and the panel thickness T1 is 83 mm (T3 + T2). The panel width AW is 910 mm, and the heat insulation layer 1B has a height Bh of 2910 mm.

  As shown in FIG. 1C, the outer wall composite panel 1 is manufactured by adopting an extruded polystyrene foam heat insulating plate 1B having a thickness T3 of 75 mm as the heat insulating layer 1B. Is 45.5 mm (a1) and the depth Gd is 15 mm, and the thick portions 1T having the same width as the groove width a1 are alternately arranged with the grooves G, and on both side edges, In the form of leaving the thick part 1T 'which is 1/2 the width (a2) of the width a1 (45.5 mm) of the thick part 1T, the heat insulating layer of the first floor panel is cut out with a cutter in the length direction of the heat insulating plate 1B. For 1B, as shown in FIG. 3C, the lower end of each thick portion 1T is left at the central thick portion 1T and the thick portions 1T 'having half widths (a2) on both sides, and the groove is formed by a cutter. The transverse groove G1 is formed between the central thick part 1T and the half-thick thick parts 1T 'on both sides by cutting out with a width a1 (45.5 mm) and a depth Gd (15 mm).

Moreover, in the 1st-floor heat insulation layer 1B, as shown in FIG. 3A, the front surface side (strip groove) is formed on the upper end surface over a half thickness of the thickness T3 (75 mm) of the heat insulation layer 1B. G side) is cut out at height d1 (20 mm), and a protrusion BP having height d1 (20 mm) and thickness 1 / 2T3, that is, thickness T4 (37.5 mm) is formed on the rear surface side.
For the second-floor heat insulating layer 1B, as shown in FIG. 3B, the lower end surface D has a notch BC with a height d1 (20 mm) and a thickness T4 (37.5 mm) on the rear side. The upper end surface is inclined and cut over the height d3 (22.5 mm) from the back surface side of the heat insulating layer to the layer attachment surface 1S side, and the upper end surface is set as an inclined gradient surface Fu.

  Next, as shown in FIGS. 3D and 3E, two sheets of core material 1D having a 10 mm diameter projection 1F group on the plastic resin sheet 1E as the heat shield reflection sheet 1C, and the projection 1F group surface are shown. Lamipack SD-W (made by Sakai Chemical Industry Co., Ltd .: product name) with a thickness (T2) of 8 mm, which is layered as a contact surface and heat-sealed with aluminum foil 1K on the front and back plastic resin sheets 1E As shown in FIG. 1, Lamipack SD-W (trade name) having the same width (AW) as the heat insulation layer 1B is layered on the surface 1S of the heat insulation layer 1B through a urethane resin adhesive as shown in FIG. Prepare the 1st floor panel and 2nd floor panel.

  In this case, in the first floor panel, as shown in FIG. 3A, the heat shield sheet 1C is flush with the upper and lower ends of the layering surface 1S of the heat insulating layer 1B at the upper end Cu and the lower end Cd. In the second floor panel, as shown in FIG. 3 (B), the heat shielding / reflecting sheet 1C has an upper end Cu positioned d2 (standard: 35 mm) below the upper end of the surface 1S of the heat insulating layer 1B. The upper end portion Gu of the groove is exposed, and the lower end portion Cd is flush with the lower end surface D of the heat insulating layer.

[Foundation construction (Fig. 2, Fig. 5)]
As shown in FIG. 5 (A), the concrete rising of the foundation rising portion 5 is made of the same material as the heat insulation layer 1B of the outer wall composite panel 1 and the heat insulation layer 3B having a thickness T30 of 50 mm and a magnesium cement plate having a thickness of 12 mm. 3A is inserted into d5 (10 mm) at the upper end, and at the left and right ends, the base thermal insulation composite panel 3 that is layered in a form that protrudes on one side and enters on the other side is provided below the base rising portion 5 for phase chipping. A drop-off anchor 18A provided with fixing bolts 18B is arranged in parallel phase chipping connection to form a discarding frame, and a conventional formwork plate is connected to the upper part of the basic thermal insulation composite panel 3 to construct a concrete outer formwork. And cast concrete.
Then, the top end 5u of the foundation rising portion 5 is filled with the leveling mortar 18E to adjust the unevenness of the top end 5u.

  Next, as shown in FIG. 5B, the thickness W is 4 mm, the width Wh of the horizontal side 6F is 115 mm, the width Wv of the vertical side 6W is 75 mm, and the horizontal side 6F is provided with air holes H6 having a diameter of 15 mm at intervals of 150 mm. In the vertical side 6W, the concrete exposed above the basic thermal insulation composite panel 3 so that long angle steel outer wall brackets 6 with bolt insertion holes H6 '(standard: diameter 12 mm) are provided at intervals of 1200 mm are arranged. At the front of the part, below the upper surface of the leveling mortar 18E, Cd1 (standard: 60mm) below, the horizontal side 6F position of the outer wall bracket 6 is marked based on the panel layout drawing, and the concrete hole H5 is placed with a drill, and the concrete The hole H5 and the bolt insertion hole H6 ′ of the outer wall receiving metal fitting 6 are aligned, and a post-fixed anchor bolt 5B is screwed and driven through a washer.

In this case, if necessary, the unevenness between the front surface of the rising portion of the concrete foundation and the vertical side 6W of the outer wall receiving bracket is adjusted with the steel packing PK.
The post-fixed anchor bolts 5B arranged at an interval of 1200 mm exert a supporting force with a maximum tensile load of 918 kgf and a maximum shear load of 1122 kgf.
Next, after the attachment of the outer wall bracket 6 to the front surface of the foundation concrete rising portion 5 is completed, the post-bonding foundation heat insulating composite panel 4 is attached to the lower surface of the horizontal side 6F of the outer wall bracket 6 as shown in FIG. And between the upper surface of the basic heat insulating composite panel 3.

  As shown in FIG. 5 (A), the post-bonding basic thermal insulation composite panel 4 is a panel that conceals the vertical side 6W of the outer wall bracket 6 and the post-fixed anchor bolt 5B, and the cement plate 3A of the basic thermal insulation composite panel 3; The cement board 4A and the heat insulating layer 4B, which are made of the same material as the heat insulating layer 3B, are used. The heat insulating layer 4B has a thickness T40 of 40 mm, protrudes 10 mm at the upper end and enters 10 mm at the lower end with respect to the cement board 4A. And the heat insulation layer 4B and the cement board 4A are the panels which were the same width | variety and shifted and integrated 10 mm from side to side.

Then, the post-bonding foundation thermal insulation composite panel 4 has a dumpling adhesive 18D scattered and attached to the exposed front surface of the concrete foundation rising portion 5, and presses the surface of the thermal insulation layer 4B against the front surface of the concrete foundation rising portion 5. Are joined to the lower base thermal insulation composite panel 3 in the upper and lower phase insulation joint panels 3.
In this case, a notch C4 for storing the head of the post-cast anchor bolt 5B is arranged in advance on the rear surface of the heat insulating layer 4B of the post-bonding basic heat insulating composite panel 4.
Then, from the surface of both end portions of each post-bonding foundation heat insulating composite panel 4, a long screw post-fixed anchor 18C having a diameter of 6 mm and a length of 90 mm is driven into the concrete foundation rising portion 5.
If a P-less anchor (trade name) manufactured by Sanko Techno Co., Ltd. is used as the post-casting anchor 18C, a maximum tensile stress of 550 kgf is exhibited per one.

Next, the space su between the lower side of the horizontal side 6F of the outer wall receiving metal fitting 6 and the cement plate upper end eu of the post-bonding basic heat insulating composite panel 4 is filled with a sealing 15A through a conventional flat backup material 15B.
In addition, at the joint portions of the cement plates 4A and 3A between the post-bonding basic heat insulating composite panel 4 and the basic heat insulating composite panel 3, air-tightness is applied by a conventional method of resin mortar application + glass net tension + resin mortar application. Finish.

[Construction of wooden frame (Figs. 2 and 5)]
On the leveling mortar 18E of the concrete foundation rising portion 5, a base 21C made of wood with a square section is arranged with the front face aligned, and as shown in FIG. 5A, the anchor bolt 19A is tightened via a washer 19C and a nut 19B. The base 21C is fixed on the foundation rising part 5 by wearing.
Then, by a conventional method, the first floor pillar 21A is erected on the base 21C, the trunk difference 21D is arranged on the pillar 21A, and the second floor pillar 21A is erected on the trunk difference 21D. The eaves girder 21E is arranged on the column 21A, and then the outer wall frame WF is constructed by arranging the elongate column 21B between the base 21C and the trunk difference 21D, and between the trunk difference 21D and the eaves girder 21E.

Next, a beam 22D is arranged between the columns 21A facing each other by a conventional method, a shed bundle 22C is erected on the beam 22D, and a purlin 22A and a purlin (not shown) are placed on the shed bundle 22C. The roof composite panel 2 is arranged on the eaves girder to form the roof R.
Then, as shown in FIG. 4, the structural surface material 13 having a thickness of 12 mm is provided on the outer wall housing WF such as the column 21 </ b> A and the intermediate column 21 </ b> B from the upper surface of the vertical side 6 </ b> W of the outer wall bracket 6 to the lower surface of the roof composite panel 2. A conventional airtight tape 14A is attached to the joint J13 of the structural face material 13 with a 36 mm long screw.

[Construction of outer wall (FIGS. 4, 5, and 6)]
The outer wall W is a structure in which an outer wall composite panel 1 is stretched as an inner outer wall on an outer wall casing WF of a wooden frame, and an exterior material 12 as an outer outer wall is stretched on the outer surface of the inner outer wall via a ventilator edge 12A. 4 (A) is a partially cutaway perspective view of the outer wall, FIG. 4 (B) is a transverse sectional view of the outer wall, FIG. 5 (A) is a lower longitudinal sectional view of the outer wall, and FIG. 6 is an upper longitudinal section of the outer wall. FIG.

  As shown in FIG. 5 (A), the outer wall composite panel (outer wall panel) 1 is stretched on the structural face member 13 with the lower surface of the first floor panel 1 placed on the horizontal side 6F of the outer wall bracket 6 and the lower end of the panel. The transverse groove G1 is placed in alignment with the air hole H6 of the outer wall bracket, the second-floor panel 1 is placed on the first-floor panel 1, and the upper and lower heat-insulating layers 1B are phase-joint joints between the protrusions BP and the notches BC. Then, each of the ventilation grooves G is connected in an up-and-down manner, and the inclined slope surface Fu at the upper end of the second-floor panel 1 is contacted with the lower surface Fd of the heat insulating layer of the roof composite panel 2 as shown in FIG. Negotiate.

Then, as shown in FIG. 4, a wood ventilation trunk edge 12A having a thickness of 20 mm and a width of 45 mm is arranged in the vertical direction on the vertical abutting surface Vf of each outer wall composite panel 1 and the central thick part 1T, and a long screw 11A penetrates the panel 1 and the structural face material 13 from above the ventilator edge 12A, and is driven into the base 21C, the columns 21A, and the intermediate columns 21B, and is provided with an outer ventilation layer G ′ having a depth Gd ′ of 20 mm. The outer wall.
In this case, if a course thread (trade name) manufactured by Sanko Techno Co., Ltd. having a diameter of 5.3 mm and a length of 160 mm is adopted as the long screw 11A, the long screw 11A is a steelwork iron circle for woodworking of JIS A5508. Since it has a strength five times that of a nail (allowable shear strength: 70 kgf / piece), the use interval of the long screw 11A can be widened, and it is possible to suppress the splitting of the column and the inter-column with the long screw 11A, thereby improving workability.

  Next, fibers are blended on the outer surface of the ventilator rim 12A as an exterior material 12 using a conventional inorganic material such as 14 mm thick siding (cement, fly ash (coal ash) from a thermal power plant) as a main raw material. As shown in FIG. 5A, the upper end of the horizontal wall 6F of the outer wall receiving bracket 6 and the air admission interval ad (standard: 15 mm) are secured at the lowermost end B12. As described above, an outflow interval of the air flow a ′ from the ventilation layer G ′ is ensured and fixed to the ventilation cylinder edge 12A by nailing, and the outer ventilation layer having the thickness of the ventilation cylinder edge 12A is formed on the outer surface of the outer wall composite panel 1. G ′ is formed.

  Therefore, as shown in FIG. 2, the new outer wall structure of the two-story wooden building obtained is that the heat insulating layer 1B of the outer wall composite panel 1 is a structural surface from the upper surface of the horizontal side 6F of the outer wall bracket 6 to the roof surface. The inner groove G group (inner ventilation layer) of the heat shield reflection sheet 1C, in which the outer surface of the material 13 is heat-insulated, the front and rear surfaces are radiant heat reflection layers and is not moisture permeable, The air flow a flowing into the transverse groove G1 from the air hole H6 on the side 6F is discharged from the upper end portion Gu of the groove, thereby releasing water vapor from the heat insulating layer 1B and lowering the heat insulating function due to moisture absorption of the heat insulating layer 1B. Can be suppressed, and a part of the radiant heat emitted from the heat insulating layer 1B can be re-reduced to the heat insulating layer 1B, so that a decrease in heat insulating function due to the formation of the groove G can also be suppressed.

  The outer ventilation layer G ′ (outer ventilation layer) of the heat-shielding reflection sheet 1C is exposed to solar radiation by the draft rising air flow a ′ from the air inflow interval ad on the upper surface of the horizontal side 6F of the outer wall receiving bracket 6 to the lower surface of the roof. The radiant heat in the ventilation layer G ′ that is heated by the action is reflected and released, so that damage to the outer wall surface due to overheating can be prevented, and in addition to the heat insulating function of the heat shield reflective sheet 1C itself, toward the heat insulating layer 1B side Heat transfer from the ventilation layer G ′ to the heat insulating layer 1B can be prevented, and even if rainwater enters the outer ventilation layer G ′ from the upper end of the outer outer wall (exterior material). Then, the air is discharged downward from the air inflow interval ad at the lower end of the outer wall, and the moisture absorption of the heat insulating layer 1B can be prevented.

Therefore, if the breathable outer wall composite panel 1 of the present invention is used, the outer wall structure can adopt a heat insulating layer having the same thickness as the heat insulating layer in the conventional outer heat insulating method than the conventional heat insulating function. It is a high-quality, high-performance exterior insulation wall that exhibits a far superior insulation function at all times and is effective for energy saving in wooden buildings.
The outer wall composite panel 1 as the inner outer wall is a factory-produced product that can be prepared as a homogeneous member, and the construction of the outer outer wall (exterior material) is simple and does not cause quality irregularities. The permeable outer wall is guaranteed quality.
Moreover, the exterior material as the outer outer wall can also meet the demands of consumers.

1 Exterior wall composite panel (outer wall panel, composite panel, panel)
1B, 2B, 3B, 4B Heat insulation layer (heat insulation plate)
1C Thermal insulation reflection sheet 1D Core material 1E Plastic resin sheet (sheet)
1F Protrusion 1K Aluminum foil (radiant heat reflection layer)
1S Layer landing surface 1T, 1T 'Thick part 2 Roof composite panel 3 Thermal insulation composite panel (foundation panel)
3A, 4A Cement board 4 Post-ply basic insulation composite panel (post-paste basic panel)
5 Concrete foundation rising part (foundation rising part)
5B Post-cast anchor bolt 6 Outer wall bracket 6F Horizontal side 6W Vertical side 11A Long screw 12 Exterior material 12A Ventilation trunk edge 13 Structural face material 14A Airtight tape 15A Sealing 15B Backup material 18A Fall prevention anchor 18B Fixing bolt 18C Post-cast anchor 18D Adhesive 18E Leveling mortar 19A Anchor bolt 19B Nut 19C Washer 21A Pillar 21B Pillar 21C Base 21D Body difference 21E Eaves girder 22A Purlin 22C Hut bundle 22D Beam a, a 'Air flow (air)
ad Interval for air inflow (interval)
BC, C4 Notch BP Protrusion B12 Exterior material lower edge Cd Heat shield reflection sheet lower edge Cu Heat shield reflection sheet upper edge e6 Horizontal edge tip Fu Inclined slope G G groove (inner ventilation layer)
G 'ventilation layer (outer ventilation layer)
G1 transverse groove Gu groove upper end H5 concrete hole H6 air hole H6 'bolt insertion hole hf horizontal contact surface J13 joint PK steel packing R roof Vf vertical contact surface W outer wall WF outer wall frame

Claims (6)

  A breathable outer wall composite panel (1) constructed on an outer wall frame (WF) of a wooden building to construct an inner outer wall, wherein the outer wall composite panel (1) is a layered surface of a foamed plastic heat insulating layer (1B) ( 1S), a ventilation groove (G) and a layered thick part (1T) are arranged alternately in the longitudinal direction, and both the front and back surfaces are provided with a non-moisture permeable heat shield reflection. A breathable outer wall composite panel in which the sheet (1C) is layered and integrated with the layering surface (1S).   In the heat insulation layer (1B) of the outer wall composite panel (1), the width (a1) of the groove (G) is equal to the width (a1) of the thick part (1T), and both side edges are half-width (a2 The outer wall composite panel according to claim 1, which is a thick portion (1T ′).   The heat-shielding reflection sheet (1C) is formed by laminating two core materials (1D) each having a projection (1F) group on a plastic resin sheet (1E) with the projection (1F) group surfaces facing each other. 3. The outer wall composite panel according to claim 1, wherein the outer wall composite panel is a heat-shielding reflection sheet in which an aluminum foil (1K) is layered on an outer surface of the sheet (1 E).   The heat insulating layer (1B) is an extruded polystyrene foam heat insulating plate (1B) having a thickness (T3) of 75 mm, and a groove (G) having the same width as the thick portion (1T) and a depth (Gd) of 15 mm. The heat-shielding reflection sheet (1C) includes a group and has a thickness (T2) of 8 mm, and exhibits a heat insulating effect equivalent to a thickness of 5 to 7 mm of the extruded polystyrene foam heat insulating plate (1B). The outer wall composite panel of any one of thru | or 3.   The outer wall composite panel according to any one of claims 1 to 4, wherein the first-floor outer wall composite panel (1) includes a transverse groove (G1) communicating with the lower ends of the groove (G) group.   The thickness (T3) of the heat insulation layer (1B) is joined to the roof heat insulation layer (2B) at the upper end of the step (d1) up to the middle of the end step (d1), and is in contact with the roof heat insulation layer (2B) at the inclined slope surface (Fu). The outer wall composite panel according to any one of claims 1 to 5, wherein an upper end portion (Gu) of the layer groove (G) group is exposed from an upper end (Cu) of the heat shield and reflection sheet.

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