WO2010001532A1 - Fastening fitting - Google Patents
Fastening fitting Download PDFInfo
- Publication number
- WO2010001532A1 WO2010001532A1 PCT/JP2009/002622 JP2009002622W WO2010001532A1 WO 2010001532 A1 WO2010001532 A1 WO 2010001532A1 JP 2009002622 W JP2009002622 W JP 2009002622W WO 2010001532 A1 WO2010001532 A1 WO 2010001532A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- introduction hole
- female screw
- bolt
- fastening
- hardware
- Prior art date
Links
- 230000002093 peripheral effect Effects 0.000 claims abstract description 11
- 238000005336 cracking Methods 0.000 abstract description 2
- 230000009467 reduction Effects 0.000 abstract description 2
- 239000002184 metal Substances 0.000 description 17
- 239000010953 base metal Substances 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000000704 physical effect Effects 0.000 description 1
Images
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B31/00—Screwed connections specially modified in view of tensile load; Break-bolts
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B37/00—Nuts or like thread-engaging members
- F16B37/12—Nuts or like thread-engaging members with thread-engaging surfaces formed by inserted coil-springs, discs, or the like; Independent pieces of wound wire used as nuts; Threaded inserts for holes
- F16B37/122—Threaded inserts, e.g. "rampa bolts"
- F16B37/125—Threaded inserts, e.g. "rampa bolts" the external surface of the insert being threaded
- F16B37/127—Threaded inserts, e.g. "rampa bolts" the external surface of the insert being threaded and self-tapping
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
- E04B2001/2628—Interlocking connectors, e.g. with hooks or dovetails, added to the elongated wooden members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
- E04B2001/2652—Details of nailing, screwing, or bolting
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
- E04B2001/268—Connection to foundations
Definitions
- the present invention relates to a fastener for fastening members such as columns and beams in a wooden building.
- the shaft construction method that builds the framework of a building by combining rod-shaped members such as columns and beams needs to increase the rigidity of the fastening part between members in order to ensure strength, and measures such as combining hozos and grooving grooves so far Has been taken.
- a hardware construction method in which various kinds of hardware are interposed between members and fastened has become widespread. Even if hardware is used, it is necessary to machine holes and grooves in the member, but these have fewer cross-sectional defects than conventional hozo grooves, etc., and do not cause a decrease in strength, and the hardware is deformed. There are many advantages, such as absorbing impact.
- a lag screw is embedded in both a vertical member and a cross member, a metal object is brought into contact with one end surface of the lag screw, and the lag screw and the metal object are integrated with a bolt. It has become. Accordingly, the load acting on the hardware is transmitted to the member via the lag screw, but none of the hardware, bolts, or lag screw has flexibility in order to ensure the rigidity of the fastening portion. Therefore, the initial rigidity is high, and the fastening part will not be deformed by daily external force, but when an earthquake is encountered, the impact load is transmitted to the member without relaxation. Cracks occur. In this case, the lag screw may fall out of the member without showing any stickiness, and the fastening portion may be destroyed.
- the present invention has been developed on the basis of such a situation, and an object thereof is to provide a fastener for a wooden building capable of constructing a fastening portion capable of reducing an impact load and reducing a cross-sectional area of a member such as a beam.
- a spiral protrusion is formed on the side peripheral surface with a cylindrical outer shape, and an introduction hole extending in the axial direction is formed at the center of one end surface.
- the introduction hole is provided with a female screw extending in the axial direction and reaching the opposite surface at the back of the introduction hole, and the introduction hole has a diameter larger than the outer diameter of the female screw.
- the fastening hardware according to the present invention is based on a metal rod having a circular cross section like a general lag screw, and on the side peripheral surface thereof, protruding ridges projecting in the radial direction are formed in a spiral shape. Is integrated into the member by biting into the member.
- the introduction hole is a circular cross-sectional hole extending in the axial direction from the center of one end face, and a female screw for screwing a bolt or the like is formed in the back thereof. This female screw naturally extends concentrically with the introduction hole and extends in the axial direction and reaches the opposite surface. Therefore, an introduction hole is formed on one end surface of the fastening hardware, and a female screw is formed on the other end surface.
- the extension of the female screw is preferably equal to or larger than the nominal diameter, and the extension of the introduction hole is preferably at least twice the extension of the female screw. Furthermore, the diameter of the introduction hole needs to be larger than the outer diameter of the female screw, and the screw portion of the bolt that is screwed into the female screw can pass through the introduction hole without difficulty.
- the present invention is characterized by having a female screw and an introduction hole, and other shapes can be freely determined each time without any restriction.
- the invention according to claim 2 has a cylindrical outer shape with a spiral ridge formed on the side peripheral surface, and an introduction hole extending in the axial direction is formed at the center of one end surface or both end surfaces, A bottomed female screw extending in the axial direction is provided at the back of the introduction hole, and the introduction hole is a fastening hardware having a diameter larger than the outer diameter of the female screw.
- the invention according to claim 2 is also related to the lag screw in which the introduction hole and the female screw are formed, as in the invention of claim 1, but in this invention, the female screw at the tip of the introduction hole has a bottom and is opposite. The surface has not been reached. Even in this case, the extension of the female screw is preferably equal to or larger than the nominal diameter, and the extension of the introduction hole is preferably at least twice the extension of the female screw. Further, the diameter of the introduction hole is equal to that of the female screw. It is necessary to make it larger than the outer diameter.
- the introduction hole and the female screw at the back of the introduction hole may be formed only on one end surface or on both end surfaces.
- the invention according to claim 3 is a cylindrical outer shape, a spiral protrusion is formed on the side peripheral surface, and an introduction hole extending in the axial direction is formed at the center of both end faces.
- a fastening hardware is provided in the back of the housing having a female screw communicating with the introduction holes on both sides, and the introduction hole has a diameter larger than the outer diameter of the female screw.
- the invention of claim 3 is also related to the lag screw in which the introduction hole and the female screw are formed, as in the inventions of claims 1 and 2, but in this invention, the introduction hole is formed at the center of the left and right end faces.
- a female screw is formed so as to connect the two introduction holes. Accordingly, bolts can be inserted from both the left and right sides, and only one female screw need be formed.
- the extension of the female screw is preferably equal to or greater than the nominal diameter, and the extension of each introduction hole is preferably at least twice the extension of the female screw. It must be larger than the outer diameter of the screw.
- An introduction hole is formed in one end face or both end faces of the lag screw thus formed with a spiral ridge, a female screw is formed in the back, and the diameter of the introduction hole is further screwed into the female screw.
- the bolt passes through the introduction hole and is then screwed into the female screw. Therefore, the distance of the intermediate part from the bolt head to the tip part screwed with the female screw is increased, and the bolt is easily elastically or plastically deformed therebetween. Therefore, even when an impact load is applied in the axial direction of the bolt, the impact is mitigated by deforming the intermediate portion of the bolt, and the maximum load acting on the member can be suppressed.
- Claim 1 is applied to a comparatively short thing
- the form of Claims 2 and 3 is applied to a comparatively long thing.
- a fastening metal fitting in which a spiral protrusion is formed on the side peripheral surface, an introduction hole is further formed on one end surface or both end surfaces, and a female screw is formed on the inner side of the introduction hole.
- the bolt is deformed to prevent the member from cracking and the fastening hardware does not fall out. Therefore, when designing the fastening part, it is only necessary to ensure the strength against the quasi-static load, so that the cross-sectional area of the member can be reduced, the skeleton structure is simplified and the weight is reduced, and the construction cost is reduced. Reductions can also be expected.
- the present invention absorbs sudden impact load by deformation of the bolt, and there is no backlash at the fastening portion, sufficient initial rigidity is ensured, and the building is not shaken by daily external force.
- the shape example of the fastening metal fitting by the invention of Claim 1 is shown, (A) is the perspective view seen from the internal thread side, (B) is the perspective view seen from the hexagon part side, (C) is the center It is a longitudinal cross-sectional view. Examples of shapes of fastening hardware according to the present invention are listed, and (A) and (B) are a perspective view and a cross-sectional view of the fastening hardware according to the invention of claim 2, and (A) shows only one end surface of the introduction hole. And (B) is formed on both end faces. Further, (C) is a cross-sectional view of the fastening hardware according to the third aspect of the present invention.
- FIG. 3 It is a perspective view which shows the structural example which fastens a column and a beam using the fastening hardware shown in FIG.
- the state which integrated the pillar and beam shown in FIG. 3 is shown, (A) is the whole, (B) is a center longitudinal cross-section.
- the structural example which fastens a pillar and a beam like FIG. 3 is shown.
- the state which integrated the pillar and beam shown in FIG. 5 is shown, (A) is the whole, (B) is a center longitudinal cross-section.
- FIG. 1 shows an example of the shape of a fastener 10a according to the first aspect of the invention.
- FIG. 1 (A) is viewed from the female screw 13 side
- FIG. 1 (B) is viewed from the hexagonal part 12 side.
- FIG. 1C is a central longitudinal section.
- This fastening hardware 10a has an appearance similar to that of a general lag screw, a spiral ridge 11 is formed on the side peripheral surface of a cylindrical metal rod, and one end surface is cut off to a simple perfect circular section, A female screw 13 extending in the axial direction is formed at the center, and the bolt 21 can be screwed together. Further, as shown in FIG.
- a hexagonal portion 12 for hanging tools such as a wrench is formed on the opposite end surface, and an introduction hole 14 extending in the axial direction is formed at the center thereof.
- the introduction hole 14 and the female screw 13 communicate with each other, and the diameter of the introduction hole 14 is larger than the outer diameter of the female screw 13. Accordingly, as shown in FIG. 1C, when the bolt 21 is inserted from the hexagonal portion 12, the intermediate portion 24 in addition to the male screw-like tip portion 23 passes through the introduction hole 14 without any trouble, and the female screw 13 and the screw 21 are screwed. Can be combined.
- FIG. 2 lists examples of the shapes of the fastening hardware according to the present invention
- FIGS. 2A and 2B are a perspective view and a sectional view of the fastening hardware 10b, 10c according to the invention of claim 2.
- FIG. is there.
- the fastening hardware 10b is formed with a hexagonal portion 12 only at one end surface, an introduction hole 14 is formed at the center thereof, and a female screw 13 is formed at the back of the fastening hardware 10b. Not done. Therefore, when the fastening hardware 10b is embedded in the member, the end face on the left side of the drawing is set at the top.
- FIG. 2C is a cross-sectional view of the fastening hardware 10d according to the third aspect of the present invention.
- the appearance of the fastening hardware 10d is exactly the same as the perspective view of FIG.
- the introduction holes 14 are formed on the left and right end faces, and the female screw 13 is formed in the back so as to communicate both the introduction holes 14.
- FIG. 3 shows a structural example in which the column 41 and the beam 42 are fastened using the fastening hardware 10a shown in FIG.
- the end surface of the beam 42 is brought into contact with the side surface of the column 41 to form an L-shaped fastening portion.
- Two side holes 43 are provided on the side surface of the column 41 and the end surface of the beam 42, respectively. It is processed side by side in the vertical direction, and fasteners 10a having the same shape are embedded in these four locations. Since the diameter of the pilot hole 43 is equal to the diameter of the fastening hardware 10a (excluding the ridges 11), only the ridge 11 bites into the columns 41 and the beams 42, and the fastening hardware 10a is caused by the friction. Is fixed.
- the receiving bracket 31 and the hanging bracket 32 have a function of integrating the column 41 and the beam 42, and each has a rectangular bar shape extending vertically, and a tapered wedge portion 34 is formed at one end thereof.
- An annular strip 33 is joined to the end. Therefore, by combining the wedge portion 34 and the band plate 33, the receiving metal 31 and the hanging metal 32 are integrated.
- the receiving metal 31 and the hanging metal 32 are both integrated with the fastening hardware 10 a via the bolt 21.
- the female screw 13 is located on the opposite side of the bolt 21 insertion direction on both the column 41 and the beam 42 side. Therefore, the hexagonal portion 12 of the fastening hardware 10a is in contact with the receiving metal 31 and the hanging metal 32, and the female screw 13 is located on the opposite side. Therefore, the bolt 21 is required to have a length that can be screwed with the female screw 13 and is easily deformed in the axial direction.
- a longitudinal groove 44 is formed at the end of the beam 42 to accommodate the receiving metal 31 and the hanging metal 32.
- FIG. 4 shows a state in which the column 41 and the beam 42 shown in FIG. 3 are integrated, FIG. 4 (A) is the whole, and FIG. 4 (B) is a central longitudinal section.
- the fastening hardware 10a is not exposed to the outside, but the upper and lower surfaces of the receiving metal 31 and the hanging metal 32 are exposed to the outside.
- the female screw 13 of the fastening hardware 10a is located on the opposite side to the head 22 of the bolt 21, and the total length of the bolt 21 is inevitably increased to easily reduce the impact. Become.
- FIG. 5 shows a structural example for fastening the column 41 and the beam 42 as in FIG.
- This figure has a simpler structure than that of FIG. 3, and the fastening hardware 10 b is embedded in the beam 42, and the embedded shaft 35 is embedded in the column 41.
- the fastening hardware 10b is formed with an introduction hole 14 only at one end face, and has a bottomed female screw 13 at the back, and a prepared hole 43 machined in the end face of the beam 42. Embedded in.
- the buried shaft 35 is a general lag screw, and the ridge 11 is formed on the side peripheral surface, the hexagonal portion 12 is provided on one end surface, and the round hole 36 penetrating both end surfaces is formed in the center.
- the bolt 21 can be inserted.
- a pilot hole 43 penetrating the side surface is processed in the column 41.
- FIG. 6 shows a state in which the column 41 and the beam 42 shown in FIG. 5 are integrated, FIG. 6 (A) is a whole, and FIG. 6 (B) is a central longitudinal section.
- FIG. 6B shows that even when the column 41 and the beam 42 are fastened using the fastening hardware 10b, the external appearance is not different from the conventional one as shown in FIG.
- the internal structure of the internal thread 13 of the fastening hardware 10b is farthest from the head 22 of the bolt 21, and the impact is caused by the deformation of the bolt 21 in the axial direction. It has a structure that can be relaxed.
- FIG. 7 shows a state in which the fastening portion between the column 41 and the beam 42 is deformed due to an external force acting on the structure of FIG. 6 (B).
- the bolt 21 is plastically deformed to absorb energy and relieve the load acting on the beam 42 and the like, and the fastening hardware 10b and the embedded shaft 35 fall off. And avoid breaking the fastening part.
- the bolt 21 is plastically deformed as shown in the figure, it is possible to repair the fastening portion by exchanging it.
- FIG. 8 shows a state in which the fastening hardware 10b according to the present invention is used for installation of the pillar 41.
- a column base metal member 37 may be interposed in order to firmly integrate the both.
- the column base metal 37 has an H-shaped cross section.
- An anchor bolt 46 is inserted into the fixing hole 40, and a nut 38 is screwed and tightened to the tip to thereby fix the column base metal 37 to the basic concrete 45. Integrate.
- the column 41 placed on the top surface of the column base metal 37 has a bottom hole 43 formed in the bottom surface, and after the fastening metal 10b shown in FIG. When the bolt 21 is inserted into the hole 39 and screwed into the female screw 13 of the fastening hardware 10b, both are completely integrated.
- FIG. 9 is a longitudinal section showing a state in which the foundation concrete 45 and the column 41 shown in FIG. 8 are integrated.
- the column base 37 is integrated with the foundation concrete 45 by an anchor bolt 46 and a nut 38.
- the column 41 is integrated with the column base metal 37 by the bolt 21.
- the fastening hardware 10b embedded in the column 41 has the female screw 13 positioned on the upper side, and the total length of the bolt 21 is inevitably long. Therefore, when an external force is applied to pull the column 41 from the foundation concrete 45, the bolt 21 is deformed and absorbs energy.
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Abstract
A fastening fitting for a wooden building can construct a fastening section capable of relieving an impact load and allows a reduction in the cross-sectional area of members such as beams. A fastening fitting (10) provided with a helical ridge (11) formed on the side peripheral surface thereof, an axially extending introduction hole (14) formed at the center of an end surface thereof, and a female screw thread (13) formed on the inner end side of the introduction hole, the diameter of the introduction hole (14) being greater than the outer diameter of the female screw thread (13). When a bolt (21) is inserted into the introduction hole (14), the length of the intermediate section (24) of the bolt (21) inevitably increases. This causes the intermediate section (24) to be likely to elastically or plastically deform when a tensile load acts on the bolt (21), and this allows the intermediate section to absorb an impact load to prevent members from cracking. As a result, the fastening fitting does not come out of position unlike conventional products and the cross sectional areas of the members can be reduced.
Description
本発明は、木造建築物において、柱や梁などの部材を締結するための締結金物に関する。
The present invention relates to a fastener for fastening members such as columns and beams in a wooden building.
柱や梁など棒状の部材を組み合わせて建物の骨格を構築する軸組工法は、強度を確保するため部材同士の締結部の剛性を高める必要があり、これまでもホゾとホゾ溝を組み合わせるといった対策が講じられてきた。しかし近年では、これらに代わって部材間に各種金物を介在させて締結する金物工法も普及している。金物を用いた場合でも、部材に孔や溝などを加工する必要はあるが、これらは従来のホゾ溝などに比べて断面欠損が少なく、強度を低下させる要因にはならず、しかも金物が変形することで衝撃を吸収できるなど、多くの利点がある。
The shaft construction method that builds the framework of a building by combining rod-shaped members such as columns and beams needs to increase the rigidity of the fastening part between members in order to ensure strength, and measures such as combining hozos and grooving grooves so far Has been taken. However, in recent years, instead of these, a hardware construction method in which various kinds of hardware are interposed between members and fastened has become widespread. Even if hardware is used, it is necessary to machine holes and grooves in the member, but these have fewer cross-sectional defects than conventional hozo grooves, etc., and do not cause a decrease in strength, and the hardware is deformed. There are many advantages, such as absorbing impact.
また集成材の技術開発に伴い大断面の部材が容易に入手できるようになり、三階建ての建物や、柱の間隔を広げて大空間を確保した建物など、従来は実現不可能だった木造建築も普及し始めている。このような建物は、柱と梁との締結部の強度を十分に確保する必要があり、下記特許文献1のような金物を使用することが多い。この文献に開示されている金物は、門形の骨格構造において、柱と梁の締結部などで使用され、基本金物および付属金物がラグスクリューを介して部材と一体化している。
In addition, with the development of laminated timber technology, members with large cross-sections can be easily obtained, and wooden structures that were not feasible in the past, such as three-story buildings and buildings with a large space between pillars. Architecture is also beginning to spread. In such a building, it is necessary to sufficiently secure the strength of the fastening portion between the column and the beam, and a hardware such as Patent Document 1 below is often used. The hardware disclosed in this document is used in a fastening structure between a pillar and a beam in a portal skeleton structure, and the basic hardware and the accessory hardware are integrated with the member via a lag screw.
前記特許文献の図1に開示されている構造は、縦材と横材の両方にラグスクリューを埋め込んでおり、そのラグスクリューの一端面に金物を接触させて、ラグスクリューと金物をボルトで一体化している。したがって金物に作用する荷重は、ラグスクリューを介して部材に伝達していくが、締結部の剛性を確保するため、金物・ボルト・ラグスクリューのいずれも柔軟性を持たせていない。そのため初期剛性が高く、日常的な外力で締結部が変形することはないが、地震などに遭遇した場合、衝撃荷重が緩和されることなく部材に伝達するため、限界を超えると部材に一挙にヒビ割れが発生する。そうなるとラグスクリューは何らの粘りも見せることなく部材から抜け落ちて、締結部が破壊する恐れもある。
In the structure disclosed in FIG. 1 of the above-mentioned patent document, a lag screw is embedded in both a vertical member and a cross member, a metal object is brought into contact with one end surface of the lag screw, and the lag screw and the metal object are integrated with a bolt. It has become. Accordingly, the load acting on the hardware is transmitted to the member via the lag screw, but none of the hardware, bolts, or lag screw has flexibility in order to ensure the rigidity of the fastening portion. Therefore, the initial rigidity is high, and the fastening part will not be deformed by daily external force, but when an earthquake is encountered, the impact load is transmitted to the member without relaxation. Cracks occur. In this case, the lag screw may fall out of the member without showing any stickiness, and the fastening portion may be destroyed.
このような衝撃荷重による影響は、当然ながら設計段階で考慮されており、部材の断面積を増大させてヒビ割れの発生を防止しており、実際にラグスクリューが抜け落ちることはない。したがって、衝撃荷重以外の日常的な外力に対しては、必要以上の強度を有している。そこで金物などによって衝撃荷重を吸収できるならば、部材の断面積を縮小可能で、骨格構造の簡素化や軽量化が実現して、建築コストの削減も期待できる。なお、ラグスクリューを使用しない一般の金物は、金物自体の変形によって衝撃荷重を吸収できるほか、金物を固定するピン類が屈曲することでも衝撃荷重を吸収できる。しかし一般の金物は、特許文献1のようなラグスクリューを用いる場合に比べて初期剛性が低下するため、三階建ての建物などにおいて、日常的な外力で微動が発生するなどの問題がある。
The impact of such an impact load is naturally taken into consideration at the design stage, and the cross-sectional area of the member is increased to prevent the occurrence of cracks, so that the lag screw does not actually fall off. Therefore, it has strength more than necessary for daily external force other than impact load. Therefore, if the impact load can be absorbed by hardware or the like, the sectional area of the member can be reduced, the skeleton structure can be simplified and the weight can be reduced, and the construction cost can be reduced. Note that a general hardware that does not use a lag screw can absorb an impact load by deformation of the hardware itself, and can also absorb an impact load by bending pins that fix the hardware. However, since the initial rigidity of a general hardware is lower than that in the case of using a lag screw as in Patent Document 1, there is a problem that fine movement is generated by daily external force in a three-story building or the like.
本発明はこうした実情を基に開発されたもので、衝撃荷重を緩和できる締結部を構築可能で、梁などの部材の断面積を縮小可能な木造建築用の締結金物の提供を目的としている。
The present invention has been developed on the basis of such a situation, and an object thereof is to provide a fastener for a wooden building capable of constructing a fastening portion capable of reducing an impact load and reducing a cross-sectional area of a member such as a beam.
前記の課題を解決するための請求項1記載の発明は、円柱状の外形で側周面に螺旋状の凸条が形成され、一端面の中心には軸方向に延在する導入穴が形成されており、該導入穴の奥には軸方向に延在して反対面に到達する雌ネジを備えており、且つ前記導入穴は、前記雌ネジの外径よりも直径が大きいことを特徴とする締結金物である。
According to the first aspect of the present invention for solving the above-mentioned problem, a spiral protrusion is formed on the side peripheral surface with a cylindrical outer shape, and an introduction hole extending in the axial direction is formed at the center of one end surface. The introduction hole is provided with a female screw extending in the axial direction and reaching the opposite surface at the back of the introduction hole, and the introduction hole has a diameter larger than the outer diameter of the female screw. The fastening hardware.
本発明による締結金物は、一般のラグスクリューと同様、円断面の金属棒を基調としており、その側周面には、半径方向に突出する凸条が螺旋状に形成されており、この凸条が部材の内部に食い込むことで、部材と一体化する。また導入穴は、一端面の中心から軸方向に延在する円断面の穴であり、その奥には、ボルトなどを螺合するための雌ネジが形成されている。この雌ネジは当然ながら導入穴と同心で軸方向に延在しており反対面に到達している。したがって締結金物の一端面には導入穴が形成され、他端面には雌ネジが形成されている。なお雌ネジの延長は、その呼び径以上とすることが好ましく、また導入穴の延長は、雌ネジの延長の二倍以上とすることが好ましい。さらに導入穴の直径は、雌ネジの外径よりも大きくする必要があり、雌ネジに螺合するボルトのネジ部分が無理なく導入穴を通過できるようになっている。このように本発明は、雌ネジおよび導入穴を有することが特徴であり、他の形状には何らの制約もなく、都度自在に決定できる。
The fastening hardware according to the present invention is based on a metal rod having a circular cross section like a general lag screw, and on the side peripheral surface thereof, protruding ridges projecting in the radial direction are formed in a spiral shape. Is integrated into the member by biting into the member. The introduction hole is a circular cross-sectional hole extending in the axial direction from the center of one end face, and a female screw for screwing a bolt or the like is formed in the back thereof. This female screw naturally extends concentrically with the introduction hole and extends in the axial direction and reaches the opposite surface. Therefore, an introduction hole is formed on one end surface of the fastening hardware, and a female screw is formed on the other end surface. The extension of the female screw is preferably equal to or larger than the nominal diameter, and the extension of the introduction hole is preferably at least twice the extension of the female screw. Furthermore, the diameter of the introduction hole needs to be larger than the outer diameter of the female screw, and the screw portion of the bolt that is screwed into the female screw can pass through the introduction hole without difficulty. As described above, the present invention is characterized by having a female screw and an introduction hole, and other shapes can be freely determined each time without any restriction.
請求項2記載の発明は、円柱状の外形で側周面に螺旋状の凸条が形成され、一端面または両端面の中心には、軸方向に延在する導入穴が形成されており、該導入穴の奥には軸方向に延在する有底の雌ネジを備えており、且つ前記導入穴は、前記雌ネジの外径よりも直径が大きいことを特徴とする締結金物である。
The invention according to claim 2 has a cylindrical outer shape with a spiral ridge formed on the side peripheral surface, and an introduction hole extending in the axial direction is formed at the center of one end surface or both end surfaces, A bottomed female screw extending in the axial direction is provided at the back of the introduction hole, and the introduction hole is a fastening hardware having a diameter larger than the outer diameter of the female screw.
請求項2記載の発明も、請求項1記載の発明と同様、導入穴と雌ネジが形成されたラグスクリューに関するものだが、この発明では導入穴の先にある雌ネジが有底であり、反対面には到達していない。この場合でも雌ネジの延長は、その呼び径以上とすることが好ましく、また導入穴の延長は、雌ネジの延長の二倍以上とすることが好ましく、さらに導入穴の直径は、雌ネジの外径よりも大きくする必要がある。なお導入穴とその奥の雌ネジは、一端面だけに形成する場合と、両端面に形成する場合がある。
The invention according to claim 2 is also related to the lag screw in which the introduction hole and the female screw are formed, as in the invention of claim 1, but in this invention, the female screw at the tip of the introduction hole has a bottom and is opposite. The surface has not been reached. Even in this case, the extension of the female screw is preferably equal to or larger than the nominal diameter, and the extension of the introduction hole is preferably at least twice the extension of the female screw. Further, the diameter of the introduction hole is equal to that of the female screw. It is necessary to make it larger than the outer diameter. The introduction hole and the female screw at the back of the introduction hole may be formed only on one end surface or on both end surfaces.
請求項3記載の発明は、円柱状の外形で側周面に螺旋状の凸条が形成され、両端面の中心には、軸方向に延在する導入穴が形成されており、該導入穴の奥には、両側の導入穴と連通する雌ネジを備えており、且つ前記導入穴は、前記雌ネジの外径よりも直径が大きいことを特徴とする締結金物である。
The invention according to claim 3 is a cylindrical outer shape, a spiral protrusion is formed on the side peripheral surface, and an introduction hole extending in the axial direction is formed at the center of both end faces. A fastening hardware is provided in the back of the housing having a female screw communicating with the introduction holes on both sides, and the introduction hole has a diameter larger than the outer diameter of the female screw.
請求項3記載の発明も、請求項1および2記載の発明と同様、導入穴と雌ネジが形成されたラグスクリューに関するものだが、この発明では導入穴が左右両端面の中心に形成されており、この二箇所の導入穴を結ぶように雌ネジが形成されている。したがって左右両側からボルトを差し込むことができ、しかも雌ネジは一箇所だけ形成すればよい。この場合でも雌ネジの延長は、その呼び径以上とすることが好ましく、また個々の導入穴の延長は、雌ネジの延長の二倍以上とすることが好ましく、さらに導入穴の直径は、雌ネジの外径よりも大きくする必要がある。
The invention of claim 3 is also related to the lag screw in which the introduction hole and the female screw are formed, as in the inventions of claims 1 and 2, but in this invention, the introduction hole is formed at the center of the left and right end faces. A female screw is formed so as to connect the two introduction holes. Accordingly, bolts can be inserted from both the left and right sides, and only one female screw need be formed. Even in this case, the extension of the female screw is preferably equal to or greater than the nominal diameter, and the extension of each introduction hole is preferably at least twice the extension of the female screw. It must be larger than the outer diameter of the screw.
このように螺旋状の凸条が形成されたラグスクリューの一端面あるいは両端面に導入穴を形成して、この奥に雌ネジを形成して、さらに導入穴の直径を、雌ネジに螺合するボルトの先部の直径よりも大きくすることで、ボルトが導入穴を通過した上で雌ネジと螺合する。したがってボルト頭部から、雌ネジと螺合している先部までの中間部の距離が増大して、その間でボルトが弾性的または塑性的に変形しやすくなる。そのためボルトの軸方向に衝撃荷重が作用した場合でも、ボルトの中間部が変形することで衝撃が緩和され、部材に作用する最大荷重も抑制できる。なお請求項1記載の形態は、比較的短尺のものに適用され、請求項2および3記載の形態は、比較的長尺のものに適用される。
An introduction hole is formed in one end face or both end faces of the lag screw thus formed with a spiral ridge, a female screw is formed in the back, and the diameter of the introduction hole is further screwed into the female screw. By making the diameter larger than the diameter of the tip of the bolt, the bolt passes through the introduction hole and is then screwed into the female screw. Therefore, the distance of the intermediate part from the bolt head to the tip part screwed with the female screw is increased, and the bolt is easily elastically or plastically deformed therebetween. Therefore, even when an impact load is applied in the axial direction of the bolt, the impact is mitigated by deforming the intermediate portion of the bolt, and the maximum load acting on the member can be suppressed. In addition, the form of Claim 1 is applied to a comparatively short thing, and the form of Claims 2 and 3 is applied to a comparatively long thing.
各請求項に記載した発明のように、側周面に螺旋状の凸条を形成して、さらに一端面あるいは両端面に導入穴を形成して、その奥に雌ネジを形成した締結金物を用いることで、導入穴から雌ネジに向けてボルトを差し込んだ場合、ボルト頭部から、雌ネジと螺合している先部までの中間部の距離が増大する。このような中間部を確保することで、ボルトが弾性的または塑性的に変形しやすくなり、ボルトの軸方向に衝撃荷重が作用した場合でも、これが緩和されて梁などの部材に伝達していく。したがって地震などによる突発的な外力が作用した場合でも、ボルトが変形することで部材のヒビ割れを防止して、締結金物が抜け落ちることがない。そのため締結部の設計を行う際は、準静的な荷重に対する強度を確保すればよく、その分、部材の断面積を縮小でき、骨格構造の簡素化や軽量化が実現して、建築コストの削減も期待できる。なお本発明は、突発的な衝撃荷重をボルトの変形で吸収するもので、締結部にガタ付きは一切なく、十分な初期剛性が確保され日常的な外力で建物が揺れることはない。
As in the invention described in each claim, a fastening metal fitting in which a spiral protrusion is formed on the side peripheral surface, an introduction hole is further formed on one end surface or both end surfaces, and a female screw is formed on the inner side of the introduction hole. By using the bolt, when the bolt is inserted from the introduction hole toward the female screw, the distance from the bolt head to the tip portion screwed with the female screw increases. By securing such an intermediate portion, the bolt is easily elastically or plastically deformed, and even when an impact load is applied in the axial direction of the bolt, this is relaxed and transmitted to a member such as a beam. . Therefore, even when a sudden external force due to an earthquake or the like is applied, the bolt is deformed to prevent the member from cracking and the fastening hardware does not fall out. Therefore, when designing the fastening part, it is only necessary to ensure the strength against the quasi-static load, so that the cross-sectional area of the member can be reduced, the skeleton structure is simplified and the weight is reduced, and the construction cost is reduced. Reductions can also be expected. The present invention absorbs sudden impact load by deformation of the bolt, and there is no backlash at the fastening portion, sufficient initial rigidity is ensured, and the building is not shaken by daily external force.
図1は、請求項1記載の発明による締結金物10aの形状例を示しており、図1(A)は雌ネジ13側から見たもので、図1(B)は六角部12側から見たもので、図1(C)は中央縦断面である。この締結金物10aは、一般のラグスクリューと同様の外観で、円柱状の金属棒の側周面に螺旋状の凸条11が形成され、一端面は単純な真円断面に切り落とされており、その中心には軸方向に延在する雌ネジ13が形成され、ボルト21を螺合できる構造である。また反対側の端面は図1(B)のように、スパナなどの工具類を掛けるための六角部12が形成され、その中心には軸方向に延在する導入穴14が形成されている。この導入穴14と雌ネジ13は連通しており、且つ導入穴14の直径は、雌ネジ13の外径よりも大きくなっている。したがって図1(C)のように、六角部12の方からボルト21を差し込むと、雄ネジ状の先部23のほか中間部24が支障なく導入穴14を通過して、雌ネジ13と螺合することができる。
FIG. 1 shows an example of the shape of a fastener 10a according to the first aspect of the invention. FIG. 1 (A) is viewed from the female screw 13 side, and FIG. 1 (B) is viewed from the hexagonal part 12 side. FIG. 1C is a central longitudinal section. This fastening hardware 10a has an appearance similar to that of a general lag screw, a spiral ridge 11 is formed on the side peripheral surface of a cylindrical metal rod, and one end surface is cut off to a simple perfect circular section, A female screw 13 extending in the axial direction is formed at the center, and the bolt 21 can be screwed together. Further, as shown in FIG. 1B, a hexagonal portion 12 for hanging tools such as a wrench is formed on the opposite end surface, and an introduction hole 14 extending in the axial direction is formed at the center thereof. The introduction hole 14 and the female screw 13 communicate with each other, and the diameter of the introduction hole 14 is larger than the outer diameter of the female screw 13. Accordingly, as shown in FIG. 1C, when the bolt 21 is inserted from the hexagonal portion 12, the intermediate portion 24 in addition to the male screw-like tip portion 23 passes through the introduction hole 14 without any trouble, and the female screw 13 and the screw 21 are screwed. Can be combined.
図1(C)に示すように、ボルト21を六角部12の方から差し込んで、その先部23を雌ネジ13に螺合させた後、ボルト21に引張荷重が作用した場合、頭部22と先部23の中間部24は、その物性値に応じて自在に変形可能であり、仮に頭部22に衝撃荷重が作用すると、中間部24が弾性的または塑性的に変形して、締結金物10aに作用する荷重が緩和される。したがって中間部24が長いほど、衝撃を吸収しやすい。なお本発明による締結金物10aは、雌ネジ13が形成された端面からボルト21を差し込む通常の方法でも使用できる。
As shown in FIG. 1C, when a bolt 21 is inserted from the hexagonal portion 12 and its tip portion 23 is screwed into the female screw 13, and a tensile load is applied to the bolt 21, the head 22 The intermediate portion 24 of the tip portion 23 can be freely deformed according to its physical property value, and if an impact load is applied to the head portion 22, the intermediate portion 24 is elastically or plastically deformed, and the fastening hardware The load acting on 10a is relaxed. Therefore, the longer the intermediate portion 24, the easier it is to absorb the impact. The fastening hardware 10a according to the present invention can also be used in a normal method in which the bolt 21 is inserted from the end face on which the female screw 13 is formed.
図2は、本発明による締結金物の形状例を列挙しており、図2(A)および図2(B)は、請求項2記載の発明による締結金物10b、10cの斜視図と断面図である。締結金物10bは一端面だけに六角部12が形成され、その中心に導入穴14が形成され、その奥に雌ネジ13が形成されているが、雌ネジ13は有底で反対面には貫通していない。したがって、この締結金物10bを部材に埋め込む際は、図の左側の端面を先頭にする。対する締結金物10cは、両端面に六角部12と導入穴14が形成され、それぞれの導入穴14の奥に有底の雌ネジ13が形成されている。そして図2(C)は、請求項3記載の発明による締結金物10dの断面図である。なお締結金物10dの外観は、図2(B)の斜視図と全く同一である。この形態では、左右の両端面に導入穴14が形成され、その奥に、双方の導入穴14を連通するように雌ネジ13が形成されている。
FIG. 2 lists examples of the shapes of the fastening hardware according to the present invention, and FIGS. 2A and 2B are a perspective view and a sectional view of the fastening hardware 10b, 10c according to the invention of claim 2. FIG. is there. The fastening hardware 10b is formed with a hexagonal portion 12 only at one end surface, an introduction hole 14 is formed at the center thereof, and a female screw 13 is formed at the back of the fastening hardware 10b. Not done. Therefore, when the fastening hardware 10b is embedded in the member, the end face on the left side of the drawing is set at the top. On the other hand, the fastening hardware 10c is formed with a hexagonal portion 12 and an introduction hole 14 on both end faces, and a bottomed female screw 13 is formed at the back of each introduction hole 14. FIG. 2C is a cross-sectional view of the fastening hardware 10d according to the third aspect of the present invention. The appearance of the fastening hardware 10d is exactly the same as the perspective view of FIG. In this embodiment, the introduction holes 14 are formed on the left and right end faces, and the female screw 13 is formed in the back so as to communicate both the introduction holes 14.
図3は、図1に示す締結金物10aを用いて柱41と梁42を締結する構造例を示している。本図は、柱41の側面に梁42の端面を接触させてL字状の締結部を構成するもので、柱41の側面および梁42の端面には、それぞれに二個の下穴43が上下に並んで加工されており、この四箇所に同一形状の締結金物10aを埋め込む。なお下穴43の直径は、締結金物10aの直径(凸条11を除く)と等しくなっているため、凸条11だけが柱41や梁42の内部に食い込んでいき、その摩擦によって締結金物10aが固定される。また受け金具31および掛け金具32は、柱41と梁42を一体化する機能を有しており、いずれも上下に延びる角棒状で、その一端には先細り状のクサビ部34が形成され、他端には環状の帯板33が接合されている。したがってクサビ部34と帯板33を組み合わせることで、受け金具31と掛け金具32が一体化する。
FIG. 3 shows a structural example in which the column 41 and the beam 42 are fastened using the fastening hardware 10a shown in FIG. In this figure, the end surface of the beam 42 is brought into contact with the side surface of the column 41 to form an L-shaped fastening portion. Two side holes 43 are provided on the side surface of the column 41 and the end surface of the beam 42, respectively. It is processed side by side in the vertical direction, and fasteners 10a having the same shape are embedded in these four locations. Since the diameter of the pilot hole 43 is equal to the diameter of the fastening hardware 10a (excluding the ridges 11), only the ridge 11 bites into the columns 41 and the beams 42, and the fastening hardware 10a is caused by the friction. Is fixed. In addition, the receiving bracket 31 and the hanging bracket 32 have a function of integrating the column 41 and the beam 42, and each has a rectangular bar shape extending vertically, and a tapered wedge portion 34 is formed at one end thereof. An annular strip 33 is joined to the end. Therefore, by combining the wedge portion 34 and the band plate 33, the receiving metal 31 and the hanging metal 32 are integrated.
受け金具31および掛け金具32は、いずれもボルト21を介して締結金物10aと一体化する。さらに締結金物10aは、柱41および梁42側のいずれも、ボルト21の差し込み方向の反対側に雌ネジ13が位置している。したがって締結金物10aの六角部12が受け金具31および掛け金具32に接触しており、雌ネジ13はこの反対側に位置している。そのためボルト21は、雌ネジ13と螺合できるだけの長さが必要不可欠であり、軸方向に変形しやすくなっている。そのほか梁42の端部には、受け金具31と掛け金具32を収容するため、縦溝44が形成されている。
The receiving metal 31 and the hanging metal 32 are both integrated with the fastening hardware 10 a via the bolt 21. Further, in the fastening hardware 10a, the female screw 13 is located on the opposite side of the bolt 21 insertion direction on both the column 41 and the beam 42 side. Therefore, the hexagonal portion 12 of the fastening hardware 10a is in contact with the receiving metal 31 and the hanging metal 32, and the female screw 13 is located on the opposite side. Therefore, the bolt 21 is required to have a length that can be screwed with the female screw 13 and is easily deformed in the axial direction. In addition, a longitudinal groove 44 is formed at the end of the beam 42 to accommodate the receiving metal 31 and the hanging metal 32.
図4は、図3に示す柱41と梁42を一体化した状態を示しており、図4(A)は全体で、図4(B)は中央縦断面である。このように柱41と梁42を一体化すると、締結金物10aは外部に一切露見しないが、受け金具31と掛け金具32の上面および下面は外部に露見する。また断面図に示すように、締結金物10aの雌ネジ13は、ボルト21の頭部22に対して反対側に位置しており、必然的にボルト21の全長が増大して衝撃を緩和しやすくなる。
FIG. 4 shows a state in which the column 41 and the beam 42 shown in FIG. 3 are integrated, FIG. 4 (A) is the whole, and FIG. 4 (B) is a central longitudinal section. When the column 41 and the beam 42 are integrated as described above, the fastening hardware 10a is not exposed to the outside, but the upper and lower surfaces of the receiving metal 31 and the hanging metal 32 are exposed to the outside. Further, as shown in the sectional view, the female screw 13 of the fastening hardware 10a is located on the opposite side to the head 22 of the bolt 21, and the total length of the bolt 21 is inevitably increased to easily reduce the impact. Become.
次に図5は、図3と同様、柱41と梁42を締結する構造例を示している。本図は図3よりも簡素な構造であり、梁42には締結金物10bを埋め込んでおり、また柱41には埋設軸35を埋め込んでいる。締結金物10bは、図2(A)に示すように一端面にだけ導入穴14が形成され、その奥に有底の雌ネジ13を備えており、梁42の端面に加工された下穴43に埋め込まれる。対する埋設軸35は一般のラグスクリューであり、側周面に凸条11が形成され、一端面には六角部12を備え、その中心には両端面を貫通する丸孔36が形成されており、ボルト21を挿通できる構造である。この埋設軸35を埋め込むため、柱41には側面を貫通する下穴43が加工されている。
Next, FIG. 5 shows a structural example for fastening the column 41 and the beam 42 as in FIG. This figure has a simpler structure than that of FIG. 3, and the fastening hardware 10 b is embedded in the beam 42, and the embedded shaft 35 is embedded in the column 41. As shown in FIG. 2 (A), the fastening hardware 10b is formed with an introduction hole 14 only at one end face, and has a bottomed female screw 13 at the back, and a prepared hole 43 machined in the end face of the beam 42. Embedded in. On the other hand, the buried shaft 35 is a general lag screw, and the ridge 11 is formed on the side peripheral surface, the hexagonal portion 12 is provided on one end surface, and the round hole 36 penetrating both end surfaces is formed in the center. The bolt 21 can be inserted. In order to embed the burying shaft 35, a pilot hole 43 penetrating the side surface is processed in the column 41.
図6は、図5に示す柱41と梁42を一体化した状態を示しており、図6(A)は全体で、図6(B)は中央縦断面である。締結金物10bを用いて柱41と梁42を締結した場合も、図6(A)のように外観は従来と何ら変わりはない。しかし内部構造は図6(B)に示すように、締結金物10bの雌ネジ13は、ボルト21の頭部22に対して最も遠い位置にあり、ボルト21が軸方向に変形することで衝撃を緩和できる構造になっている。
FIG. 6 shows a state in which the column 41 and the beam 42 shown in FIG. 5 are integrated, FIG. 6 (A) is a whole, and FIG. 6 (B) is a central longitudinal section. Even when the column 41 and the beam 42 are fastened using the fastening hardware 10b, the external appearance is not different from the conventional one as shown in FIG. However, as shown in FIG. 6B, the internal structure of the internal thread 13 of the fastening hardware 10b is farthest from the head 22 of the bolt 21, and the impact is caused by the deformation of the bolt 21 in the axial direction. It has a structure that can be relaxed.
図7は、図6(B)の構造に外力が作用して柱41と梁42の締結部が変形した状態を示している。このように地震などによる外力が加わった際は、ボルト21が塑性的に変形することでエネルギーを吸収して、梁42などに作用する荷重を緩和して、締結金物10bや埋設軸35の抜け落ちを防止して、締結部の破壊を回避する。なお、図のようにボルト21は塑性変形しているが、これを交換することで締結部を修復することも可能である。
FIG. 7 shows a state in which the fastening portion between the column 41 and the beam 42 is deformed due to an external force acting on the structure of FIG. 6 (B). Thus, when an external force due to an earthquake or the like is applied, the bolt 21 is plastically deformed to absorb energy and relieve the load acting on the beam 42 and the like, and the fastening hardware 10b and the embedded shaft 35 fall off. And avoid breaking the fastening part. Although the bolt 21 is plastically deformed as shown in the figure, it is possible to repair the fastening portion by exchanging it.
図8は、本発明による締結金物10bを柱41の据え付けに使用した状態を示している。本図のように、基礎コンクリート45の上に柱41を直立させる際、双方を強固に一体化するため柱脚金物37を介在させる場合がある。柱脚金物37はH形を寝かせた断面で、その固定孔40にアンカーボルト46を挿通して、この先部にナット38を螺合して締め上げることで、柱脚金物37を基礎コンクリート45と一体化する。また柱脚金物37の上面に載置される柱41は、底面に下穴43が加工されており、この中に図2(A)の締結金物10bを埋め込んだ後、柱脚金物37の縦孔39にボルト21を差し込んで締結金物10bの雌ネジ13に螺合させると、双方は完全に一体化する。
FIG. 8 shows a state in which the fastening hardware 10b according to the present invention is used for installation of the pillar 41. As shown in this figure, when the column 41 is erected on the foundation concrete 45, a column base metal member 37 may be interposed in order to firmly integrate the both. The column base metal 37 has an H-shaped cross section. An anchor bolt 46 is inserted into the fixing hole 40, and a nut 38 is screwed and tightened to the tip to thereby fix the column base metal 37 to the basic concrete 45. Integrate. The column 41 placed on the top surface of the column base metal 37 has a bottom hole 43 formed in the bottom surface, and after the fastening metal 10b shown in FIG. When the bolt 21 is inserted into the hole 39 and screwed into the female screw 13 of the fastening hardware 10b, both are completely integrated.
図9は、図8に示す基礎コンクリート45と柱41を一体化した状態の縦断面である。柱脚金物37は、アンカーボルト46とナット38によって基礎コンクリート45と一体化している。また柱41は、ボルト21によって柱脚金物37と一体化している。柱41に埋め込まれた締結金物10bは、雌ネジ13が上寄りに位置しており、ボルト21の全長は必然的に長くなる。したがって柱41を基礎コンクリート45から引き抜こうとする外力が作用した際は、ボルト21が変形してエネルギーを吸収する。
FIG. 9 is a longitudinal section showing a state in which the foundation concrete 45 and the column 41 shown in FIG. 8 are integrated. The column base 37 is integrated with the foundation concrete 45 by an anchor bolt 46 and a nut 38. The column 41 is integrated with the column base metal 37 by the bolt 21. The fastening hardware 10b embedded in the column 41 has the female screw 13 positioned on the upper side, and the total length of the bolt 21 is inevitably long. Therefore, when an external force is applied to pull the column 41 from the foundation concrete 45, the bolt 21 is deformed and absorbs energy.
10a、10b、10c、10d 締結金物
11 凸条
12 六角部
13 雌ネジ
14 導入穴
21 ボルト
22 頭部
23 先部
24 中間部
31 受け金具
32 掛け金具
33 帯板
34 クサビ部
35 埋設軸
36 丸孔
37 柱脚金物
38 ナット
39 縦孔
40 固定孔
41 柱
42 梁
43 下穴
44 縦溝
45 基礎コンクリート
46 アンカーボルト 10a, 10b, 10c,10d Fastening hardware 11 Convex ridge 12 Hexagonal portion 13 Female screw 14 Introduction hole 21 Bolt 22 Head portion 23 Front portion 24 Intermediate portion 31 Bracket 32 Hanging bracket 33 Band plate 34 Wedge portion 35 Buried shaft 36 Round hole 37 Column base 38 Nut 39 Vertical hole 40 Fixing hole 41 Column 42 Beam 43 Pilot hole 44 Vertical groove 45 Foundation concrete 46 Anchor bolt
11 凸条
12 六角部
13 雌ネジ
14 導入穴
21 ボルト
22 頭部
23 先部
24 中間部
31 受け金具
32 掛け金具
33 帯板
34 クサビ部
35 埋設軸
36 丸孔
37 柱脚金物
38 ナット
39 縦孔
40 固定孔
41 柱
42 梁
43 下穴
44 縦溝
45 基礎コンクリート
46 アンカーボルト 10a, 10b, 10c,
Claims (3)
- 円柱状の外形で側周面に螺旋状の凸条(11)が形成され、一端面の中心には軸方向に延在する導入穴(14)が形成されており、該導入穴(14)の奥には軸方向に延在して反対面に到達する雌ネジ(13)を備えており、且つ前記導入穴(14)は、前記雌ネジ(13)の外径よりも直径が大きいことを特徴とする締結金物。 A spiral ridge (11) is formed on the side peripheral surface with a cylindrical outer shape, and an introduction hole (14) extending in the axial direction is formed at the center of one end surface. The introduction hole (14) A female screw (13) extending in the axial direction and reaching the opposite surface is provided at the back of the inner surface, and the introduction hole (14) has a diameter larger than the outer diameter of the female screw (13). Fastening hardware characterized by
- 円柱状の外形で側周面に螺旋状の凸条(11)が形成され、一端面または両端面の中心には、軸方向に延在する導入穴(14)が形成されており、該導入穴(14)の奥には軸方向に延在する有底の雌ネジ(13)を備えており、且つ前記導入穴(14)は、前記雌ネジ(13)の外径よりも直径が大きいことを特徴とする締結金物。 A spiral ridge (11) is formed on the side peripheral surface with a cylindrical outer shape, and an introduction hole (14) extending in the axial direction is formed at the center of one end face or both end faces. A bottomed female screw (13) extending in the axial direction is provided at the back of the hole (14), and the introduction hole (14) has a diameter larger than the outer diameter of the female screw (13). Fastening hardware characterized by that.
- 円柱状の外形で側周面に螺旋状の凸条(11)が形成され、両端面の中心には、軸方向に延在する導入穴(14)が形成されており、該導入穴(14)の奥には、両側の導入穴(14)と連通する雌ネジ(13)を備えており、且つ前記導入穴(14)は、前記雌ネジ(13)の外径よりも直径が大きいことを特徴とする締結金物。 A spiral protrusion (11) is formed on the side peripheral surface with a cylindrical outer shape, and an introduction hole (14) extending in the axial direction is formed at the center of both end faces. The introduction hole (14 ) Is provided with female screws (13) communicating with the introduction holes (14) on both sides, and the introduction hole (14) has a diameter larger than the outer diameter of the female screw (13). Fastening hardware characterized by
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
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JP2008-170982 | 2008-06-30 | ||
JP2008170982A JP5188892B2 (en) | 2008-06-30 | 2008-06-30 | Fastening structure |
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WO2010001532A1 true WO2010001532A1 (en) | 2010-01-07 |
Family
ID=41465639
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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PCT/JP2009/002622 WO2010001532A1 (en) | 2008-06-30 | 2009-06-10 | Fastening fitting |
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JP (1) | JP5188892B2 (en) |
WO (1) | WO2010001532A1 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2013044198A (en) * | 2011-08-25 | 2013-03-04 | Yoshikuni Okura | Fastener |
FR3038354A1 (en) * | 2015-07-03 | 2017-01-06 | Sarl Francois Inglese | PITCH OF SUSPENSION |
JP6351194B1 (en) * | 2017-06-15 | 2018-07-04 | 株式会社ダイロック | Metal fittings for wooden buildings |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP5430497B2 (en) * | 2010-05-28 | 2014-02-26 | 義邦 大倉 | Fastener |
JP5451572B2 (en) * | 2010-10-04 | 2014-03-26 | 憲峰 大倉 | Connector |
JP5567994B2 (en) * | 2010-11-30 | 2014-08-06 | 義邦 大倉 | Connector |
JP5415464B2 (en) * | 2011-02-09 | 2014-02-12 | 義邦 大倉 | Connected structure |
JP7397546B1 (en) * | 2023-06-29 | 2023-12-13 | 株式会社トーネジ | lag screw bolt |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
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JP2007077611A (en) * | 2005-09-12 | 2007-03-29 | Sumitomo Forestry Co Ltd | Wood member joining structure |
JP2008002241A (en) * | 2006-06-26 | 2008-01-10 | Grand Form:Kk | Coupler |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
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JP4181512B2 (en) * | 2004-02-17 | 2008-11-19 | 三井ホーム株式会社 | Joint structure of wood shafts |
-
2008
- 2008-06-30 JP JP2008170982A patent/JP5188892B2/en active Active
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2009
- 2009-06-10 WO PCT/JP2009/002622 patent/WO2010001532A1/en active Application Filing
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2007077611A (en) * | 2005-09-12 | 2007-03-29 | Sumitomo Forestry Co Ltd | Wood member joining structure |
JP2008002241A (en) * | 2006-06-26 | 2008-01-10 | Grand Form:Kk | Coupler |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2013044198A (en) * | 2011-08-25 | 2013-03-04 | Yoshikuni Okura | Fastener |
FR3038354A1 (en) * | 2015-07-03 | 2017-01-06 | Sarl Francois Inglese | PITCH OF SUSPENSION |
JP6351194B1 (en) * | 2017-06-15 | 2018-07-04 | 株式会社ダイロック | Metal fittings for wooden buildings |
Also Published As
Publication number | Publication date |
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JP5188892B2 (en) | 2013-04-24 |
JP2010007428A (en) | 2010-01-14 |
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