JP2009035954A - Bolt bracket - Google Patents

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JP2009035954A
JP2009035954A JP2007202004A JP2007202004A JP2009035954A JP 2009035954 A JP2009035954 A JP 2009035954A JP 2007202004 A JP2007202004 A JP 2007202004A JP 2007202004 A JP2007202004 A JP 2007202004A JP 2009035954 A JP2009035954 A JP 2009035954A
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bolt
structural member
structural
hole
pulling
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Masahiro Kanai
正博 金井
Kenji Ogura
健二 小椋
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Sumitomo Forestry Co Ltd
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Sumitomo Forestry Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To screw, on a construction side, a pull bolt pulled to one of mutually pulled structures into a bolt bracket installed on the other from the construction side. <P>SOLUTION: This bolt bracket 10 comprises a shaft part 11 and a flanged head part 12 at one end of the shaft part 11. The bolt bracket 10 has a female screw hole 13 extending from the flanged head part 12 to the end of the shaft part 11 at which the flanged head part 12 is not formed. At least the shaft part 11 is inserted into a hole 50a formed in a first structural member 50', and fixed to a structural member 50 through the flanged head part 12 with wood screws 60. The pull bolt 30 to be attached to a second structural member 50' is screwed into the female screw hole 13. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

この発明は、構造材の引き寄せを一つの施工側のみで、容易かつ確実に行うことのできるボルト受け金物の提供に関し、例えば、リフォームに際して新たに各種構造材を追加したり、構造材相互の仕口補強をしたり、また、新築に際して、施工途中で、各種構造材を追加したり、仕口補強をしたり、アンカーボルトからずれた位置に柱を接合する場合等に効果的に対応し得るボルト受け金物の提供に関する。   The present invention relates to the provision of a bolt receiving material that can easily and reliably pull a structural material only on one construction side. For example, various structural materials are newly added at the time of remodeling, or the mutual processing of structural materials is performed. It can effectively respond to cases such as reinforcing the mouth, adding various structural materials during the construction, reinforcing the joint, or joining the column at a position displaced from the anchor bolt. Regarding the provision of bolt receiving hardware.

建物の老朽化、耐震強度を増す目的、建物の構築後に使い勝手の変更、使用居住空間の変更等に伴う増改築、経年使用に伴うリフォーム等に際して、新たな構造材の補足、補強構造材の増設、各構造材の仕口補強等が必要とされることがある。   New building materials supplements and reinforcement structure materials for building aging, purpose of increasing seismic strength, changes in usability after building construction, expansion / renovation due to change of living space, remodeling etc. In some cases, it is necessary to reinforce the joint of each structural material.

このような建物の増改築や、耐震補強工事等にあっては、典型的には、増設や耐震補強される構造材を既設の構造材に引き寄せ接合するために、新設される当該増設構造材や耐震補強構造材に羽子板ボルト備え付けるように、既設の梁の背面側に突き出される当該羽子板ボルトにナットを締め付けるようにして、両者の引き寄せをなす必要があった。   In such extension and renovation of buildings or seismic reinforcement work, typically, the newly installed additional structural material is used to draw and join the structural material to be expanded or seismically reinforced to the existing structural material. In addition, in order to equip the wing plate bolt to the seismic reinforcing structural member, it is necessary to draw both of them by tightening the nut to the wing plate bolt protruding to the back side of the existing beam.

また、このような建物の増改築や、耐震補強工事等において、新たに柱を増設する場合や新たに柱の耐震補強をする場合、当該柱における柱頭、柱脚部分を横向きの構造材に引き寄せ組み付けるようにして、地震等に際して、当該横向きの構造材からの柱の浮き上がりや、柱上にある梁等の当該柱からの浮き上がり等を防ぐために、ホールダウン金物等を当該柱に備え付けて、既設のアンカーボルトを活用して引き寄せ、あるいは、当該柱の接合される構造材における接合反対側で引き寄せ施行等をなす必要とあった。   In addition, when a new column is added or a new column is retrofitted with seismic reinforcement, such as in an extension or renovation of such a building, the head of the column and the column base are drawn to the structural material facing sideways. In the event of an earthquake, etc., in the event of an earthquake, etc., in order to prevent the column from lifting up from the sideways structural material and the beam on the column, etc. It was necessary to use the anchor bolts for pulling, or to perform pulling on the opposite side of the joint in the structural material to which the column is to be joined.

かかる点から、例えば、基礎に備えられているアンカーボルトと、柱に備えられているホールダウン金物におけるボルト挿通孔とが同一の垂直線上に位置づけられていないような場合、この土台から突き出されているアンカーボルトを柱に備えられているホールダウン金物に連結する手段として特許文献1に示される接合金物が開示されている。   From such a point, for example, when the anchor bolt provided on the foundation and the bolt insertion hole in the hole-down hardware provided on the column are not positioned on the same vertical line, the anchor bolt is protruded from the base. As a means for connecting a fixed anchor bolt to a hole-down hardware provided on a pillar, a joint hardware disclosed in Patent Document 1 is disclosed.

また、かかる不都合を解決するために特願2006−26148のボルト受け金物及び構造材の引き寄せ方法が提案されている。
特開平11−350609
In order to solve such an inconvenience, a method for pulling a bolt receiving material and a structural material of Japanese Patent Application No. 2006-26148 has been proposed.
JP 11-350609 A

しかしながら、特許文献1に示される接合金物は、基礎に備えられ、かつ、土台を貫通して上方に突き出されたアンカーボルトの取扱いに関するものであって、設置されている土台に対して新たに設置される柱を引き寄せ状態に組み付ける手段や設置されている柱の耐震補強手段として用い得るものではなかった。   However, the joint hardware shown in Patent Document 1 relates to the handling of anchor bolts provided on the foundation and protruding upward through the foundation, and is newly installed on the installed foundation. It was not possible to use as a means for assembling the pillars to be pulled together or as a means for seismic reinforcement of the installed pillars.

また、新規に備えられる柱の柱頭や耐震補強される柱の柱頭にあって、この柱頭を当該柱に直交して備えられている梁等に対して引き寄せ状態に組み付けるには、当該柱に直交している梁等の構造材の上方に張り込まれている床材等を取り外して施工する必要があった。   In addition, it is in the head of a newly provided pillar or a pillar to be seismically strengthened, and in order to assemble this head with a beam or the like provided perpendicular to the pillar, it is perpendicular to the pillar. It was necessary to remove and install the floor material, etc., that was stuck above the structural material such as beams.

また、新規に梁等の横向きの構造材を当該構造材に直交する向きにある梁等の横向きの構造材に引き寄せ状態で組み付ける場合や、直交して横向きに備えられている各構造材相互の耐震補強施工等に際して、既設梁等における接合側と反対側に備えられている各種造作材や、張り込まれている壁面材等を取り外して施工する必要があった。   In addition, when a horizontally-oriented structural material such as a beam is newly assembled to a laterally-oriented structural material such as a beam in a direction orthogonal to the structural material, or between each structural material provided orthogonally and horizontally In the case of seismic reinforcement construction, it was necessary to remove the various construction materials provided on the opposite side of the existing beam, etc., and the wall materials that had been installed.

かかる従前手法にあっては、増改築や、耐震補強施工等において新規に柱や、新規に梁を容易かつ確実に組み付け設置したり、新規に耐震補強施工をなすことが難しく、新規に柱や梁等を備え付ける増改築や耐震補強施工に際して、多くの材と、多くの施工手間と、多くの施工期間とを要し、割高な施工コストとなる不具合があった。   In this conventional method, it is difficult to install and install new pillars and new beams easily and surely in extension and reconstruction, seismic reinforcement construction, etc. There was a problem that the construction cost was expensive because many materials, a lot of construction work, and a lot of construction period were required for the retrofitting and seismic reinforcement work with beams.

かかる不都合を解消するために提案された特願2006−26148に記載のボルト受け金物及び構造材の引き寄せ方法では、かかる従前における増改築や耐震補強施工時における柱や梁等の新規設置や新規耐震補強に際して、当該柱や梁等の構造材の引き寄せを柱や梁等の新設側あるいは新規耐震補強側においてなし得るようにして、柱や梁等の新設側や耐震補強の新規施工側と反対の側にある建物部分の取り壊しや、取り外し等を要請されることの不具合を解消し、また、各種用途に対応して設置されるボルトのねじ入れ対象金物を施工側にある材に対して都合良く設置することができる。   In order to eliminate such inconveniences, the bolt receiving hardware and the structural material drawing method described in Japanese Patent Application No. 2006-26148 are newly installed with new pillars and beams or new seismic resistance at the time of such retrofitting and seismic reinforcement work. During reinforcement, the structural material such as columns and beams can be drawn on the new side of the columns and beams or on the new seismic reinforcement side, opposite to the new side of the columns and beams and the new construction side of the seismic reinforcement. The problem of being requested to demolish or remove the building part on the side is eliminated, and the hardware to be screwed in bolts installed corresponding to various applications is convenient for the material on the construction side Can be installed.

この特願2006−26148に記載のボルト受け金物及び構造材の引き寄せ方法は、コーチねじ状のボルト受け金物を構造材にねじ入れ状態に備え付けるものであった。   The drawing method of the bolt receiver and the structural material described in Japanese Patent Application No. 2006-26148 is to install the screw-shaped bolt receiver in a screwed state on the structural member.

かかる課題を解決するために、この発明は、軸部と該軸部の一端側に鍔状頭部を備えるボルト受け金物であって、
このボルト受け金物が、前記鍔状頭部から該鍔状頭部の備えられていない軸部端に貫通する雌ねじ孔を備えており、
少なくとも前記軸部を第一の構造材に設けられる孔に差し入れて、木ねじで前記鍔状頭部をもって該構造材に止着させると共に、第二の構造材に取り付け用意される引き寄せボルトを前記雌ねじ孔に螺入し得るようにしてあることを特徴とするボルト受け金物としてある。
In order to solve such a problem, the present invention is a bolt receiver including a shaft portion and a hook-shaped head on one end side of the shaft portion,
The bolt bracket has a female screw hole penetrating from the hook-shaped head to the shaft end where the hook-shaped head is not provided,
At least the shaft portion is inserted into a hole provided in the first structural member, and the female screw is attached to the second structural member with a pulling bolt prepared to be attached to the second structural member with the hook-shaped head with a wood screw. The bolt receiver is characterized in that it can be screwed into the hole.

このように構成されるボルト受け金物は、構成が簡素であり、初期強度を備えたものとして容易に構成準備することができると共に、引き寄せ対象とされる構造材に対して施工側から無理なく、容易かつ確実に備え付けることができる。また、この備え付けボルト受け金物に対して引き寄せ対象とされる構造材に取り付け用意される引き寄せボルトをねじ入れることによって、例えば、各種構造材相互の連結や、引き寄せ接合等に用いることができる。   The bolt receiver constructed in this way has a simple configuration, can be easily prepared as having initial strength, and without difficulty from the construction side for the structural material to be drawn, It can be easily and reliably installed. Further, by screwing a drawing bolt that is prepared to be attached to a structural material to be drawn with respect to the provided bolt receiving metal, it can be used for, for example, connection between various types of structural materials or drawing joining.

例えば、一部完工後における柱や梁等の増設や耐震補強、増改築や耐震補強施工時における柱や梁等の新規設置や新規耐震補強等に際して直交する向きにある一対の構造材相互を引き寄せ状態に接合する場合、当該ボルト受け金物を柱や梁等の新設側あるいは耐震補強側から構造材の一方側に備え付けると共に他方側の構造材に備え付けられた引き寄せ金物のボルトを当該ボルト受け金物にねじ入れて構造材の引き寄せを、既設の周囲の壁材等を損なうこと無く、容易かつ確実になすことができる。   For example, a pair of structural materials that are orthogonal to each other are drawn together during the installation of new columns and beams, new earthquake-resistant reinforcement, etc. In the case of joining to the state, the bolt receiving hardware is provided on one side of the structural material from the new side such as a column or beam or the seismic reinforcement side, and the attracting metal bolt provided on the other structural material is attached to the bolt receiving hardware. It is possible to easily and reliably pull the structural material by screwing without damaging the existing surrounding wall material or the like.

また、前記構成に係るボルト受け金物にあって、前記第一の構造材に対して直交する向きに前記第二の構造材を接合してあり、この第二の構造材に取り付け用意される引き寄せボルトの螺入されるボルト受け金物を前記第一の構造材に備え付けるようにしてあることを特徴とするボルト受け金物にあっては、直交する向きに接合されている第一の構造材と第二の構造材とを、随時、必要に応じて引き寄せ、補強することができる。   Further, in the bolt receiver according to the above configuration, the second structural material is joined in a direction orthogonal to the first structural material, and the drawing is prepared to be attached to the second structural material. In the bolt receiving hardware, the bolt receiving hardware into which the bolt is screwed is provided in the first structural material, and the first structural material joined in the orthogonal direction and the first structural material The two structural materials can be drawn and reinforced as needed.

また、前記構成に係るボルト受け金物にあって、前記引き寄せボルトが、前記第二の構造材に止着される羽子板金物に回転自在に備えられていることを特徴とするボルト受け金物にあっては、羽子板金物と、この羽子板金物に回転自在に備えられる引き寄せボルトとを相互に関連づけて第一の構造材及び第二の構造材に設けることで、随時、必要に応じて両者の引き寄せをなすことができる。   Further, in the bolt receiver according to the above-described configuration, in the bolt receiver, the pulling bolt is rotatably provided on a feather metal plate fixed to the second structural member. Is provided with the first structural material and the second structural material in association with each other, as needed, by associating the hung sheet metal and a pulling bolt that is rotatably provided on the hung sheet metal. be able to.

また、前記構成に係るボルト受け金物にあって、前記引き寄せボルトが、前記第二の構造材に止着されるホールダウン金物に回転自在に備えられていることを特徴とするボルト受け金物にあっては、ホールダウン金物と、このホールダウン金物に回転自在に備えられる引き寄せボルトとを相互に関連づけて第一の構造材と第二の構造材に設けることで、随時、必要に応じて両者の引き寄せをなすことができる。   Further, in the bolt receiving hardware according to the above configuration, the pulling bolt is rotatably provided on a hole down hardware fixed to the second structural material. In this case, the hole-down hardware and the pulling bolt that is rotatably provided in the hole-down hardware are associated with each other and provided in the first structural material and the second structural material, so that both of them can be used as needed. You can draw.

この発明に係るボルト受け金物は、引き寄せ対象とされる構造材に対して、当該ボルト受け金物を施工側から備え付け得ると共に他の構造材に取り付け用意される引き寄せボルトを当該ボルト受け金物に対して都合よくねじ入れ用い得る利点を有している。また、当該ボルト受け金物による引き寄せ方法では、互いに直交する向きにある構造材の引き寄せを新設や補強される柱や梁等の側でなすことができ、柱や梁等の新設や補強を当該新設や補強側と反対側にある建物部分を取り壊すことなく、確実に、しかも、容易になし得る利点を有している。   The bolt receiving metal object according to the present invention can be provided with the bolt receiving metal object from the construction side with respect to the structural material to be drawn, and the drawing bolt prepared to be attached to another structural material with respect to the bolt receiving metal object. It has the advantage that it can be conveniently screwed in. In addition, in the pulling method using the bolt receiving hardware, the structural members that are orthogonal to each other can be pulled on the side of the newly installed or reinforced column or beam, and the new or strengthened column or beam can be installed. Also, there is an advantage that it can be made surely and easily without demolishing the building portion on the side opposite to the reinforcing side.

以下、この発明を実施するための最良の形態に係るボルト受け金物及び当該ボルト受け金物を用いた構造材の引き寄せ方法について説明する。   Hereinafter, a bolt receiving metal object and a method for drawing a structural material using the bolt receiving metal object according to the best mode for carrying out the present invention will be described.

図1〜図10は、この発明を実施するための最良の形態に係るボルト受け金物10及び当該ボルト受け金物10を用いた構造材50の引き寄せ例を示すものであって、図1及び図2は、この発明を実施するための典型的なボルト受け金物10を示しており、図1では、これを斜め上方から、図2では、一部を破断して正面から見て示している。図3及び図4は、当該ボルト受け金物10の典型的な取付例を示しており、図3では、鍔状頭部12を構造材の面に押し当てて取り付けた状態で、図4では、この鍔状頭部12を構造材50に座堀した凹部50bに納め入れて取り付けた状態を、それぞれ断面して側方から見て示している。図5〜図7は、当該ボルト受け金物10を用いて梁等の構造材50を羽子板金物20及び引き寄せボルト30を用いて引き寄せている状態を、図5では、その要部を斜め上方から、図6では、一部を断面して側方から、図7では、一部を断面して上方から見て示している。図8は、当該ボルト受け金物10の他の取付例を、その要部を断面して側方から見て、図9及び図10は、当該ボルト受け金物10を用いて横向きの構造材50に縦向きの構造材50である柱をホールダウン金物40及び引き寄せボルト30で引き寄せている状態を示しており、図9では、その要部を斜め上方から、図10では、要部を断面して側方から見て示している。   1 to 10 show an example of a bolt receiver 10 according to the best mode for carrying out the present invention and an example of drawing a structural member 50 using the bolt receiver 10. Fig. 1 shows a typical bolt bracket 10 for carrying out the present invention, which is shown obliquely from above in Fig. 1 and partially cut away from the front in Fig. 2. 3 and 4 show a typical example of attachment of the bolt receiver 10. In FIG. 3, the hook-shaped head 12 is pressed against the surface of the structural material, and in FIG. 4, The state in which the bowl-shaped head 12 is placed in and attached to the recess 50b formed in the structural member 50 is shown in cross section as viewed from the side. 5 to 7 show a state in which the structural member 50 such as a beam is drawn using the hanger sheet metal 20 and the drawing bolt 30 using the bolt receiving metal 10, and in FIG. In FIG. 6, a part of the cross section is seen from the side, and in FIG. 7, a part of the cross section is seen from above. FIG. 8 shows another example of mounting the bolt receiving metal 10 in a cross-sectional view of the main part, and FIG. 9 and FIG. 10 show the structure material 50 facing sideways using the bolt receiving metal 10. FIG. 9 shows a state in which a pillar, which is a vertically oriented structural material 50, is pulled by a hole-down hardware 40 and a pulling bolt 30. In FIG. 9, the main part is shown obliquely from above, and in FIG. Shown from the side.

この図示例に係る典型的なボルト受け金物10は、軸部11と該軸部11の一端側に鍔状頭部12を備えるボルト受け金物10であって、このボルト受け金物10が、前記鍔状頭部12から該鍔状頭部12の備えられていない軸部11端に貫通する雌ねじ孔13を備えており、少なくとも前記軸部11を第一の構造材50’に設けられる孔50aに差し入れて、木ねじ60で前記鍔状頭部12をもって該構造材50に止着させると共に、第二の構造材50”に取り付け用意される引き寄せボルト30を前記雌ねじ孔13に螺入し得るようにしてある。
なお、説明の便宜上、互いに引き寄せ合わされる一対の構造材50、50の一方を第一の構造材50’とし、他方の構造材50を第二の構造材50”として説明する。
A typical bolt receiver 10 according to this illustrated example is a bolt receiver 10 including a shaft portion 11 and a flange-shaped head portion 12 on one end side of the shaft portion 11, and the bolt receiver 10 is the bolt holder 10. A female screw hole 13 that penetrates from the head portion 12 to the end of the shaft portion 11 that is not provided with the bowl-shaped head portion 12 is provided. It is inserted and fixed to the structural member 50 with the hook-shaped head 12 by the wood screw 60, and the drawing bolt 30 prepared for mounting on the second structural member 50 "can be screwed into the female screw hole 13. It is.
For convenience of explanation, one of the pair of structural members 50 and 50 attracted to each other will be described as a first structural member 50 ′, and the other structural member 50 will be described as a second structural member 50 ″.

このように構成されるボルト受け金物10は、構成が簡素であり、初期強度を備えたものとして容易に構成準備することができると共に、適用対象とされる構造材に施工側から無理なく、容易かつ確実に備え付けることができる。また、この備え付けたボルト受け金物10に対して各構造材を引き寄せる引き寄せボルト30をねじ入れることによって、例えば、各種構造材相互の連結や、引き寄せ接合等に用いることができる。例えば、一部完工後における柱や梁等の増設や耐震補強、増改築や耐震補強施工時における柱や梁等の新規設置や新規耐震補強等に際して直交する向きにある一対の構造材相互を引き寄せ状態に接合する場合、当該ボルト受け金物10を柱や梁等の新設側あるいは耐震補強側から構造材50の一方側に備え付けると共に他方側の構造材50に備え付けられた引き寄せボルト30を当該ボルト受け金物10にねじ入れて構造材の引き寄せを、既設の周囲の壁材等を損なうこと無く、容易かつ確実になすことができる。   The bolt receiver 10 configured in this way has a simple configuration, can be easily prepared as having initial strength, and can be easily applied to the structural material to be applied from the construction side without difficulty. And it can be securely installed. In addition, by screwing the pulling bolt 30 that pulls each structural material into the bolt receiver 10 that is provided, it can be used for, for example, connection between various structural materials, pulling joint, and the like. For example, a pair of structural materials that are orthogonal to each other are drawn together during the installation of new columns and beams, new earthquake-resistant reinforcement, etc. In the case of joining to the state, the bolt receiving hardware 10 is provided on one side of the structural material 50 from the newly installed side such as a column or a beam or the seismic reinforcement side, and the pulling bolt 30 provided on the structural material 50 on the other side is received by the bolt receiver. It is possible to easily and surely draw the structural material by screwing it into the metal object 10 without damaging the existing surrounding wall material.

より具体的には、リフォームに際して、新たに床や壁、梁を追加したり、耐震補強のために梁仕口を補強するにあたって、外壁を損なうことなく、すなわち、外壁の部分的な取り壊し、防水処理、補修処理、化粧処理を伴わずに、これらの、新たな床や壁の設置、梁を追加、耐震補強のために梁仕口の補強をなすことができる。   More specifically, when renovating, when adding new floors, walls, or beams, or reinforcing beam joints for seismic reinforcement, the outer wall is not damaged, that is, the outer wall is partially demolished and waterproofed. Without any repair or makeup, these new floors and walls can be installed, beams can be added, and beam joints can be reinforced for seismic reinforcement.

また、ホールダウン金物40を柱頭、柱脚に取り付けて耐震補強をする際に、上下階にまたがる作業を回避し、床や天井を剥がす作業手間、及び、これらの修復手間を伴わずに柱頭、柱脚における耐震補強をなすことができる。   In addition, when attaching the hall down hardware 40 to the capital and column bases, the work straddling the upper and lower floors is avoided, the labor to peel off the floor and ceiling, and the repair without the labor of repairing them. Seismic reinforcement at the legs can be made.

また、新築時において、外壁等の施工後に、引き寄せの不具合が判明した場合や、設計仕様と異なった態様での耐震補強を施したり、あるいは、設計仕様以上の耐震補強を施す場合や、設計に無い構造材を組み入れる場合等に際して、施工済みの壁等を損なうこと無く、容易、かつ、円滑に、各補強施工や構造材の付け足し等をなすことができる。   In addition, at the time of new construction, after construction of the outer wall, etc., it becomes clear that there is a pulling failure, the case is subjected to seismic reinforcement in a manner different from the design specification, or the case where the seismic reinforcement exceeding the design specification is applied, In the case of incorporating a structural material that does not exist, it is possible to easily and smoothly add each of the reinforcing materials and the structural material without damaging the walls and the like that have already been constructed.

また、設計位置以外の土台位置に柱を設ける必要の生じた場合や、設置すべき柱の引き寄せに都合のよい位置にアンカーボルトが存在していない場合等に際して、柱を土台に対して、容易かつ確実に、ホールダウン金物40を用いて引き寄せ状態に設置することができる。   In addition, when it is necessary to provide a pillar at a base position other than the design position, or when there is no anchor bolt at a position convenient for pulling the pillar to be installed, the pillar can be easily placed on the base. And it can install reliably in the drawing state using the hole down metal fitting 40. FIG.

なお、前記ボルト受け金物10は、軸部11と該軸部11の一端側に鍔状頭部12を備えるボルト受け金物10であって、互いに引き寄せられる一対の構造材50、50の第一の構造材50’に木ねじ60で止着されると共に、その雌ねじ孔13に第二の構造材50”に取り付け用意される引き寄せボルト30を螺入して、構造材50、50を引き寄せた際に、当該引き寄せを可能とする強度を備えるものであれば、いかなる素材によって構成してあっても、また、前記機能を奏しうる限り、いかなる形態に構成してあってもよい。   The bolt receiver 10 is a bolt receiver 10 having a shaft portion 11 and a hook-shaped head portion 12 on one end side of the shaft portion 11, and is a first of the pair of structural members 50, 50 that are attracted to each other. When the structural members 50, 50 are pulled together by screwing the pulling bolt 30, which is attached to the second structural member 50 ″, into the female screw hole 13 while being fixed to the structural member 50 ′ with the wood screw 60. Any material may be used as long as it has strength capable of being pulled, and any form may be used as long as the function can be achieved.

また、前記構成に係るボルト受け金物10にあって、前記第一の構造材50’に対して直交する向きに前記第二の構造材50”を接合してあり、この第二の構造材50”に取り付け用意される引き寄せボルト30の螺入されるボルト受け金物10を前記第一の構造材50’に備え付けるようにしてあるボルト受け金物10にあっては、直交する向きに接合されている第一の構造材50’と第二の構造材50”とを、随時、必要に応じて引き寄せ、補強することができる。   Further, in the bolt bracket 10 according to the above configuration, the second structural member 50 ″ is joined in a direction orthogonal to the first structural member 50 ′. In the bolt receiving object 10 in which the bolt receiving object 10 into which the pulling bolt 30 prepared for mounting is screwed is provided on the first structural member 50 ', the bolt receiving object 10 is joined in an orthogonal direction. The first structural member 50 ′ and the second structural member 50 ″ can be pulled and reinforced as necessary.

また、前記構成に係るボルト受け金物10にあって、前記引き寄せボルト30が、前記第二の構造材50”に止着される羽子板金物20に回転自在に備えられているボルト受け金物10にあっては、羽子板金物20と、この羽子板金物20に回転自在に備えられる引き寄せボルト30とを相互に関連づけて第一の構造材50’及び第二の構造材50”に設けることで、随時、必要に応じて両者の引き寄せをなすことができる。   Further, in the bolt receiver 10 according to the above-described configuration, the pulling bolt 30 is provided in the bolt receiver 10 that is rotatably provided on the hanger metal plate 20 fixed to the second structural member 50 ″. Therefore, it is necessary at any time by providing the first structural member 50 ′ and the second structural member 50 ″ with the hung sheet metal 20 and the pulling bolt 30 rotatably provided on the hung sheet metal 20 in association with each other. Depending on the situation, both can be drawn.

また、前記構成に係るボルト受け金物10にあって、前記引き寄せボルト30が、前記第二の構造材50”に止着されるホールダウン金物40に回転自在に備えられているボルト受け金物10にあっては、ホールダウン金物40と、このホールダウン金物40に回転自在に備えられる引き寄せボルト30とを相互に関連づけて第一の構造材50’と第二の構造材50”に設けることで、随時、必要に応じて両者の引き寄せをなすことができる。   Further, in the bolt receiver 10 according to the above configuration, the pulling bolt 30 is rotatably provided on a hole-down bracket 40 fixed to the second structural member 50 ″. In that case, by providing the first structural member 50 ′ and the second structural member 50 ″ with the hole down hardware 40 and the pulling bolt 30 rotatably provided in the hole down hardware 40 in association with each other, At any time, they can be pulled together as needed.

ついで、図1及び図2に示される典型的なボルト受け金物10について具体的に説明する。   Next, the typical bolt bracket 10 shown in FIGS. 1 and 2 will be described in detail.

この図示例に係るボルト受け金物10は、軸部11と該軸部11の一端側に鍔状頭部12を備えており、前記鍔状頭部12から該鍔状頭部12の備えられていない軸部11端に貫通する雌ねじ孔13を備え、少なくとも前記軸部11を第一の構造材50’に設けられる孔50aに差し入れて、木ねじ60で前記鍔状頭部12において該構造材50に止着させると共に、第二の構造材50”に取り付け用意される引き寄せボルト30を前記雌ねじ孔13に螺入し得るようにしてある。   The bolt receiver 10 according to the illustrated example includes a shaft portion 11 and a hook-shaped head portion 12 on one end side of the shaft portion 11, and the hook-shaped head portion 12 is provided from the hook-shaped head portion 12. A female screw hole 13 penetrating at the end of the shaft portion 11 is provided, and at least the shaft portion 11 is inserted into a hole 50 a provided in the first structural member 50 ′, and the structural member 50 is formed in the bowl-shaped head portion 12 with a wood screw 60. The drawing bolt 30 prepared for mounting on the second structural member 50 ″ can be screwed into the female screw hole 13.

この図示例に係るボルト受け金物10は、鍔状頭部12と軸部11とが一体のものとして構成してあれば、これを棒材等から挽き物として構成してあっても、溶接等の手段で一体に構成してあってもよい。   If the bolt-shaped metal fitting 10 according to the illustrated example is configured so that the bowl-shaped head portion 12 and the shaft portion 11 are integrated with each other, even if the rod-shaped head portion 12 and the shaft portion 11 are formed from a bar or the like, It may be configured integrally by the means described above.

また、鍔状頭部12は、この鍔状頭部12を木ねじ60で第一の構造材50’に止着した状態で、雌ねじ孔13に螺入した引き寄せボルト30に所定の引き寄せ荷重を加えた際に変形したり、木ねじ60から抜け出さない強度と構成とを備えたものとしてあり、軸部11は、当該第一の構造材50’に止着したボルト受け金物10の雌ねじ孔13に螺入した引き寄せボルト30に所定の引き寄せ荷重、すなわち、所定の引っ張り荷重をかけた際に変形したり、当該引き寄せボルト30が抜け出したりしない強度と構成を備えたものとしてある。   The hook-shaped head 12 applies a predetermined pulling load to the pulling bolt 30 screwed into the female screw hole 13 in a state where the hook-shaped head 12 is fixed to the first structural member 50 ′ with the wood screw 60. The shaft portion 11 is screwed into the female screw hole 13 of the bolt receiver 10 fixed to the first structural member 50 ′. The attracting bolt 30 is provided with a strength and a structure that does not deform when the predetermined pulling load, that is, a predetermined pulling load is applied, or the pulling bolt 30 does not come out.

この図示例にあっては、軸部11の一端側に外鍔状に、すなわち、外方に向けて張り出すように所定厚の環円盤状の鍔状頭部12が設けてあり、この鍔状頭部12から当該鍔状頭部12の備えられていない軸部11端に貫通するように雌ねじ孔13が設けてあり、この雌ねじ孔13によって、当該軸部11が内ねじを備える円筒状体とされ、かつ、鍔状頭部12が環円盤状体とされている。   In this illustrated example, a ring-shaped bowl-shaped head 12 having a predetermined thickness is provided on one end side of the shaft portion 11 so as to project outward, that is, outward. A female screw hole 13 is provided so as to penetrate from the head portion 12 to the end of the shaft portion 11 where the saddle-shaped head portion 12 is not provided, and the shaft portion 11 has a cylindrical shape having an inner screw through the female screw hole 13. The bowl-shaped head 12 is a ring-shaped disk.

かかる環円盤状体をなす鍔状頭部12における円周方向に向けて複数個の木ねじ孔14を、当該鍔状頭部12の厚さ方向に貫通する態様に設けてある。   A plurality of wood screw holes 14 are provided in a manner penetrating in the thickness direction of the bowl-shaped head 12 in the circumferential direction of the bowl-shaped head 12 forming the ring-shaped disk.

かかる鍔状頭部12の外周に沿って当該鍔状頭部12を巡るように所定間隔毎に備えられる木ねじ孔14は、引き寄せボルト30による各構造材50の引き寄せに際して、当該ボルト受け金物10が第一の構造材50’から抜け落ちないように、木ねじ60による止めつけに都合のよい木ねじ60の挿通孔径と個数とを備えたものとしてある。   The wood screw holes 14 provided at predetermined intervals so as to go around the saddle-shaped head 12 along the outer periphery of the saddle-shaped head 12 are arranged so that the bolt receiving object 10 is used when the structural members 50 are pulled by the pulling bolts 30. In order not to fall out from the first structural member 50 ′, the insertion hole diameter and the number of the wood screws 60 that are convenient for fastening with the wood screws 60 are provided.

この図示例にあっては、下側に木ねじ60の軸部の挿通される細径孔部14bを、この細径孔部14bに連通して当該木ねじ60の頭部の納まる太径孔部14aを上側に備える腰掛け付きの木ねじ孔14を所定間隔を離して環状をなすように複数個、当該鍔状頭部12の上下を貫通するように設けてある。   In this illustrated example, a small-diameter hole portion 14b through which the shaft portion of the wood screw 60 is inserted is communicated with the small-diameter hole portion 14b and a large-diameter hole portion 14a in which the head of the wood screw 60 is accommodated. A plurality of wood screw holes 14 with a stool provided on the upper side are provided so as to penetrate the top and bottom of the bowl-shaped head 12 so as to form an annular shape with a predetermined interval.

かかるボルト受け金物10は、例えば、25mmの長さで、直径が15mmの軸部11の一端側に、直径45mmで、厚さが5mmの鍔状頭部12を一体に備えた鋼製としてあり、この鍔状頭部12の中央から当該鍔状頭部12の備えられていない軸部11端に向けてM12ボルトを螺進退させる雌ねじ孔13を設けてあり、また、鍔状頭部12には、ほぼ75mm長さで、頭部径が8.4mmの木ねじ60の当該頭部の腰掛け段部を備える木ねじ孔14を等間隔で6個設けた構成としてある。より、具体的には、直径45mm、厚さ5mmの鋼製の丸座金の中央に設けた直径15mmの孔に、M12ボルトの螺進退される雌ねじ孔13を軸線の向きにねじ切った直径15mmの丸鋼を差し入れて溶接し、この丸鋼の溶接部の外側にある鍔状頭部12に、細径孔14bと太径孔14a間にある段部に頭部を引っ掛けうる腰掛け付きの木ねじ挿通孔14を穿設して構成してある。   The bolt receiver 10 is made of, for example, a steel having a length of 25 mm and a hook-shaped head 12 having a diameter of 45 mm and a thickness of 5 mm integrally formed on one end side of the shaft portion 11 having a diameter of 15 mm. The female head 13 is provided with a female screw hole 13 through which the M12 bolt is screwed back and forth from the center of the bowl-shaped head 12 toward the end of the shaft 11 where the bowl-shaped head 12 is not provided. Has a configuration in which six wood screw holes 14 having a seating step portion of the head of wood screw 60 having a head diameter of about 8.4 mm are provided at equal intervals. More specifically, a diameter of 15 mm is obtained by threading a female screw hole 13 into which an M12 bolt is screwed back and forth in an axial direction in a hole having a diameter of 15 mm provided in the center of a steel round washer having a diameter of 45 mm and a thickness of 5 mm. A steel screw with a stool that can be hooked on the stepped portion between the small-diameter hole 14b and the large-diameter hole 14a on the bowl-shaped head 12 outside the welded portion of the round steel. An insertion hole 14 is formed.

このように用意されたボルト受け金物10は、例えば、図3、図4及び図8のように第一の構造材50’に備えられて、第二の構造材50”に備えられる引き寄せボルト30を受け入れて、構造材50、50の引き寄せに用いられる。   The bolt receiving hardware 10 prepared in this way is provided in the first structural member 50 'as shown in FIGS. 3, 4 and 8, for example, and the drawing bolt 30 provided in the second structural member 50' '. Is used to draw the structural members 50 and 50.

かかるボルト受け金物10は、例えば、図5〜図7に示されるように梁受け金物等の接合金物80に阻害されない場所において用いられる場合、図3に示されるように軸部11のみを構造材50に差し入れて鍔状頭部12を当該構造材50の面上に露出させて用いることができる。また、図5〜図7に示されるように梁受け金物等の接合金物80による接合位置において用いる場合、この鍔状頭部12を構造材50内に納め入れるようにして備え付け用いる。   For example, when the bolt receiver 10 is used in a place where it is not obstructed by a joint hardware 80 such as a beam receiver as shown in FIGS. 5 to 7, only the shaft portion 11 is used as a structural material as shown in FIG. 3. It can be used by being inserted into 50 and exposing the bowl-shaped head 12 on the surface of the structural member 50. Further, as shown in FIG. 5 to FIG. 7, when used at a joining position by a joining hardware 80 such as a beam receiving material, the saddle-shaped head 12 is installed and used so as to be housed in the structural material 50.

図3に示されるボルト受け金物10は、その鍔状頭部12を第一の構造材50’の面に密着するように軸部11を当該第一の構造材50’に設けた孔50aに密に差し入れ、鍔状頭部12の下面を当該構造材50面に押しつけるように各木ねじ孔14から木ねじ60をねじ入れて当該第一の構造材50’に止着する。   The bolt receiver 10 shown in FIG. 3 has a shaft portion 11 in a hole 50a provided in the first structural member 50 ′ so that the hook-shaped head portion 12 is in close contact with the surface of the first structural member 50 ′. The wood screws 60 are screwed in from the wood screw holes 14 so that the lower surface of the bowl-shaped head 12 is pressed against the surface of the structural material 50, and is fastened to the first structural material 50 ′.

このように第一の構造材50’に止着されるボルト受け金物10は、第二の構造材50”に取り付け用意される引き寄せボルト30の螺入による当該第一の構造材50’と第二の構造材50”との引き寄せに際して、当該第一の構造材50’から脱落されることのない強度を備えて止着されるようにしてあり、この図示例にあっては、6本の、ほぼ75mm長さの木ねじ60で、その鍔状頭部12をもって当該第一の構造材50’に止着してある。   In this way, the bolt bracket 10 fixed to the first structural member 50 ′ is connected to the first structural member 50 ′ and the first structural member 50 ′ by screwing of the pulling bolt 30 prepared to be attached to the second structural member 50 ″. At the time of drawing with the second structural member 50 ″, the first structural member 50 ′ is fixed so as not to fall off from the first structural member 50 ′. The wood screw 60 having a length of approximately 75 mm is fastened to the first structural member 50 ′ with its hook-shaped head 12.

また、図4に示されるボルト受け金物10は、当該ボルト受け金物10における鍔状頭部12が構造材50の表面から露出されないように当該第一の構造材50’に止着した状態を示したものであって、このボルト受け金物10を、例えば、梁受け金物等の接合金物80や、角座金等の補強プレート15と併せて用いる際に、当該ボルト受け金物10における鍔状頭部12が、これらの接合金物80や補強プレート15の取り付けの妨げにならないようにしたものであり、鍔状頭部12を構造材50に座彫りした凹部50b内に納めるようにした点以外は、前記図3に示されるボルト受け金物10の取り付けと同様にして当該構造材50に止着される。   Moreover, the bolt receiver 10 shown in FIG. 4 shows a state in which the hook-shaped head portion 12 of the bolt receiver 10 is fixed to the first structural member 50 ′ so as not to be exposed from the surface of the structural member 50. When the bolt receiver 10 is used together with, for example, a joint metal 80 such as a beam receiver or a reinforcing plate 15 such as a square washer, the bowl-shaped head 12 of the bolt receiver 10 is used. However, it is intended not to obstruct the attachment of these joint hardware 80 and the reinforcing plate 15, except that the saddle-like head 12 is housed in the recess 50b carved on the structural member 50. It is fixed to the structural member 50 in the same manner as the attachment of the bolt receiver 10 shown in FIG.

かかるボルト受け金物10は、このボルト受け金物10に螺入されて構造材50、50相互の引き寄せをなす引き寄せボルト30の取り付け位置に対応する第一の構造材50’部分に備えられるものであって、このボルト受け金物10の軸部11の直径か、これより、やや太い径のドリルを用いて、ほぼ、50mm深さの先行孔50aを穿設し、この先行孔50aにボルト受け金物10の軸部11を差し入れて、鍔状頭部12に設けられている腰掛け付きの各木ねじ孔14から、それぞれ木ねじ60を当該第一の構造材50’にねじ入れ、止着する。   The bolt receiver 10 is provided in the first structural member 50 'corresponding to the mounting position of the pulling bolt 30 that is screwed into the bolt receiver 10 and pulls the structural members 50 and 50 together. Then, using a drill having a diameter of the shaft 11 of the bolt receiver 10 or a slightly larger diameter than this, a preceding hole 50a having a depth of about 50 mm is drilled, and the bolt receiver 10 is inserted into the preceding hole 50a. The shaft portion 11 is inserted, and the wood screw 60 is screwed into the first structural member 50 ′ from each wood screw hole 14 with a seat provided in the bowl-shaped head portion 12, and is fastened.

また、ボルト受け金物10上に補強プレート15を設置したり、接合金物80等を設ける必要のある場合には、当該第一の構造材50’に対して、ボルト受け金物10の軸部11の直径か、これより、やや太い直径のドリルを用いて、ほぼ、60mmの先行孔50aを設け、さらに、当該先行孔50aを中心にして、ほぼ、7mm深さに座彫りをして鍔状頭部12の納まる凹部50bを設け、先行孔50aにボルト受け金物10の軸部11を差し入れるようにして、当該ボルト受け金物10の鍔状頭部12を当該凹部50b内に納め入れた状態で、この鍔状頭部12に設けてある腰掛け付きの各木ねじ孔14から、それぞれ、木ねじ60を第一の構造材50’にねじ入れ、止着する。   Further, when it is necessary to install the reinforcing plate 15 on the bolt receiving metal 10 or to provide the joining metal 80 or the like, the shaft portion 11 of the bolt receiving metal 10 is in relation to the first structural member 50 ′. Using a drill with a diameter that is slightly larger than this, a leading hole 50a of approximately 60 mm is provided, and further, a saddle-shaped head is carved to a depth of approximately 7 mm around the leading hole 50a. In a state in which the concave portion 50b in which the portion 12 is accommodated is provided and the shaft portion 11 of the bolt receiving metal piece 10 is inserted into the preceding hole 50a, the hook-shaped head portion 12 of the bolt receiving metal piece 10 is accommodated in the concave portion 50b. The wood screw 60 is screwed into the first structural member 50 ′ from each wood screw hole 14 with a stool provided in the saddle-shaped head portion 12 and fastened.

このように第一の構造材50’の止着用意されるボルト受け金物10の典型的な使用態様を、羽子板金物20及びホールダウン金物40に備えられる引き寄せボルト30の引き寄せ手段として用いた図示例について説明する。   An example in which a typical usage mode of the bolt receiving hardware 10 prepared for fastening the first structural member 50 ′ is used as an attracting means for the attracting bolt 30 provided in the feather metal plate 20 and the hole-down hardware 40 is illustrated. Will be described.

図5〜図7は、当該ボルト受け金物10を用いて各構造材50、この図示例にあっては、ほぼ直交する向きにある横向きの構造材50、例えば、梁材相互の引き寄せ状態を示している。   5 to 7 show the structural members 50 using the bolt brackets 10, and in the illustrated example, the structural members 50 in the horizontal direction that are substantially perpendicular to each other, for example, the beam members are attracted to each other. ing.

まず、接合、引き寄せられる各構造材50の一方、すなわち、第一の構造材50’に、これに対応する構造材50、すなわち、第二の構造材50”に取り付け用意される引き寄せボルト30の螺進退可能に螺入される位置に、前記図4に示される手法でボルト受け金物10を止着用意する。   First, one of the structural members 50 to be joined and drawn, that is, the first structural member 50 ′, the corresponding structural member 50, that is, the drawing bolt 30 that is prepared to be attached to the second structural member 50 ″. The bolt receiver 10 is fixedly prepared by the method shown in FIG. 4 at a position where it can be screwed back and forth.

ついで、このボルト受け金物10の備えられた第一の構造材50’を第二の構造材50”に、通例の手法、例えば、木ねじ61で止着される梁受け金物等の接合金物等で接合する。   Next, the first structural member 50 ′ provided with the bolt receiver 10 is used as a second structural member 50 ″ by a usual method, for example, a joint bracket such as a beam receiver fixed by the wood screw 61. Join.

なお、この梁受け金物等の接合金物80を用いる場合にあっては、当該接合金物80に前記ボルト受け金物10の雌ねじ孔13に連通する孔81を設けておく。かかる接合金物80に備えられる孔81は、雌ねじ孔13に対して螺入される引き寄せボルト30の挿通の自由度を高める点から、やや大きめの孔、やや長めの孔等としておくことが望ましい。   In the case of using a joint metal 80 such as a beam receiver, a hole 81 communicating with the female screw hole 13 of the bolt receiver 10 is provided in the joint metal 80. The hole 81 provided in the joint metal 80 is desirably a slightly larger hole or a slightly longer hole from the viewpoint of increasing the degree of freedom of insertion of the pulling bolt 30 screwed into the female screw hole 13.

ついで、前記ボルト受け金物10の雌ねじ孔13に引き寄せボルト30を螺入して、第一の構造材50’と第二の構造材50”とを引き寄せうる位置の当該第二の構造材50”に対して引き寄せボルト30を取り付け用意する。この引き寄せボルト30の取り付け用意と前記ボルト受け金物10の備え付けは、構造材50相互の引き寄せの関係で、構造材50に対して、いずれを、先に設けるようにしてあってもよい。   Subsequently, the drawing bolt 30 is screwed into the female screw hole 13 of the bolt receiver 10 so that the first structural material 50 ′ and the second structural material 50 ″ can be drawn together. The attracting bolt 30 is prepared for attachment. The preparation for attaching the pulling bolt 30 and the mounting of the bolt receiving object 10 may be provided in advance with respect to the structural material 50 because of the mutual pulling of the structural material 50.

この図示例にあっては、一連に連続して備えられる取り付け板部21及びボルト受け部22からなる鋼板製の羽子板金物20を用意し、このボルト受け部22のボルト挿通孔23に挿通される引き寄せボルト30が前記雌ねじ孔13に差し込みうるように当該取り付け板部21を第二の構造材50”の側面に添わせた状態で、この取り付け板部21に設けられている複数の孔から木ねじ62を当該第二の構造材50”にねじ入れて止着するようにしてある。   In the illustrated example, a steel plate-made metal sheet made up of a mounting plate portion 21 and a bolt receiving portion 22 continuously provided in series is prepared, and inserted into a bolt insertion hole 23 of the bolt receiving portion 22. In a state where the attachment plate portion 21 is attached to the side surface of the second structural member 50 ″ so that the pulling bolt 30 can be inserted into the female screw hole 13, the plurality of holes provided in the attachment plate portion 21 are used for wood screws. 62 is screwed into the second structural member 50 "and fixed.

なお、この羽子板金物20は、例えば、鋼板の一側部側の両側部を互いに向き合うように折り曲げ、その折り曲げ上部側を半弧状に湾曲させると共に、各湾曲端を溶接することで、取り付け板部21と、長細い引き寄せボルト30のボルト挿通孔23を備えるボルト受け部22とを構成したもの等を用いることができる。   In addition, for example, the metal plate 20 is bent so that both side portions on one side of the steel plate face each other, and the bent upper side is curved in a semi-arc shape, and each curved end is welded, thereby attaching the mounting plate portion. 21 and the bolt receiving part 22 provided with the bolt insertion hole 23 of the long and narrow pulling bolt 30 can be used.

また、この羽子板金物20は、この羽子板金物20に回転自在に挿通用意される引き寄せボルト30を前記ボルト受け金物10の雌ねじ孔13に螺入することで、構造材50、50を引き寄せた際に、第二の構造材50”から脱落することの無い状態に木ねじ62〜62で、確実に当該第二の構造材50”に止着してある。   In addition, when the structural members 50 and 50 are pulled together, the hung metal plate 20 is screwed into the female screw hole 13 of the bolt receiving metal 10 so that the pulling bolt 30 that is rotatably inserted into the hung metal plate 20 is prepared. The second structural member 50 "is securely attached to the second structural member 50" with the wood screws 62 to 62 so as not to fall off the second structural member 50 ".

かかる羽子板金物20のボルト挿通孔23に挿通される引き寄せボルト30は、この引き寄せボルト30によって各構造材50、50相互を引き寄せた際に、この引き寄せボルト30が破損することの無い強度を備えたものが用いられる。   The pulling bolt 30 inserted through the bolt insertion hole 23 of the hung sheet metal 20 has a strength that prevents the pulling bolt 30 from being damaged when the structural members 50 and 50 are pulled together by the pulling bolt 30. Things are used.

かかる引き寄せボルト30は、例えば、頭部31と軸部32とを備えるM12ボルトを用いることができる。   As the pulling bolt 30, for example, an M12 bolt including a head portion 31 and a shaft portion 32 can be used.

このようにボルト受け金物10を用いてなされる構造材50、50相互の引き寄せは、引き寄せようとする各構造材50、50の引き寄せ接合部分のみで処理することができ、各構造材50、50に隣あって備えられるボルト受け金物10及び羽子板金物20の備え付け部分以外の部分の、例えば、壁材等を何等損なうこと無く、構造材50、50相互の引き寄せをなすことができる。   Thus, the mutual pulling of the structural members 50, 50 using the bolt receiver 10 can be processed only at the drawing joint portion of each of the structural members 50, 50 to be pulled. The structural members 50 and 50 can be attracted to each other without damaging, for example, the wall material or the like of the portions other than the mounting portions of the bolt receiving metal 10 and the feather metal plate 20 provided next to each other.

かかる構造材50、50相互の引き寄せは、ボルト受け金物10と羽子板金物20及び引き寄せボルト30の複数組を用いて第一の構造材50’と第二の構造材50”とを引き寄せるようにしてあっても、また、この図示例において、第二の構造材50”の両側に羽子板金物20及び引き寄せボルト30を配置し、これに対応するように第一の構造材50’に二組のボルト受け金物10を設けて、当該各構造材50、50を引き寄せるようにしてあってもよい。   The mutual pulling of the structural members 50, 50 is performed by pulling the first structural member 50 ′ and the second structural member 50 ″ by using a plurality of sets of the bolt receiving metal 10, the battledore metal 20 and the pulling bolt 30. In addition, in this illustrated example, the sheet metal 20 and the pulling bolt 30 are arranged on both sides of the second structural member 50 ″, and two sets of bolts are provided on the first structural member 50 ′ so as to correspond thereto. The receiving object 10 may be provided to draw the structural members 50 and 50 together.

ついで、図8〜図10に示され各構造材50、50相互の接合、引き寄せの構成について説明する。   Next, the structure of joining and pulling the structural members 50 and 50 shown in FIGS. 8 to 10 will be described.

この図示例は、横向きの構造材50に、縦向きの構造材50を引き寄せる態様を示しており、その典型例として、基礎70にアンカーボルト71で止着されている構造材50としての土台を第一の構造材50’とし、この第一の構造材50’としての土台上に起立状態に接合した構造材50としての柱を第二の構造材50”として、両者をボルト受け金物10とホールダウン金物40及び当該ホールダウン金物40に回転自在に挿通されている引き寄せボルト30で引き寄せるようにしたものである。   This illustrated example shows a mode in which the vertically oriented structural material 50 is attracted to the laterally oriented structural material 50. As a typical example, a foundation as the structural material 50 fixed to the foundation 70 with anchor bolts 71 is provided. The first structural member 50 ′ is a pillar as the structural member 50 joined in an upright state on the base as the first structural member 50 ′. The hole-down hardware 40 and the pull-down bolt 30 that is rotatably inserted into the hole-down hardware 40 are used to draw.

この土台をなす第一の構造材に備えられるボルト受け金物10は、前記図1及び図2で示されたボルト受け金物10であり、柱をなす構造材50の側方位置で、土台をなす構造材50の上面側に、前記図4の状態で木ねじ60で止着されている。   The bolt receiving metal 10 provided in the first structural material forming the foundation is the bolt receiving metal 10 shown in FIGS. 1 and 2, and forms a foundation at a side position of the structural material 50 forming the pillar. The structural member 50 is fixed to the upper surface side with a wood screw 60 in the state shown in FIG.

すなわち、ボルト受け金物10における鍔状頭部12が凹部50b内に納め入れられた状態で当該ボルト受け金物10が第一の構造材50’に木ねじ60で止着してあり、さらに、この凹部50b上を覆う補強プレート15によって当該ボルト受け金物10の抜け出し強度が補強してある。   That is, the bolt receiver 10 is fastened to the first structural member 50 ′ with the wood screw 60 in a state where the bowl-shaped head 12 of the bolt receiver 10 is housed in the recess 50b. The pull-out strength of the bolt receiving object 10 is reinforced by the reinforcing plate 15 covering the top 50b.

かかる補強プレート15は、厚さ5mmの70mm角の正方形状をなし、中央部に引き寄せボルト30の挿通孔15aを備えていると共に四隅に木ねじ63の挿通孔を備えており、構造材50に止着された前記ボルト受け金物10の上方を覆うように当該構造材50に対して木ねじ63で強固に止着されて、ボルト受け金物10が構造材から引き抜かれるのを効果的に防止するようにしてある。   The reinforcing plate 15 has a 70 mm square shape with a thickness of 5 mm, has an insertion hole 15 a for the pulling bolt 30 at the center, and has an insertion hole for the wood screw 63 at the four corners. The structural member 50 is firmly fixed to the structural member 50 with a wood screw 63 so as to cover the upper portion of the worn bolt receiving member 10 so as to effectively prevent the bolt receiving member 10 from being pulled out of the structural member. It is.

かかるボルト受け金物10に対応して第二の構造材50”である柱に備えられるホールダウン金物40は当該第二の構造材50”の面に添った板状の取り付け板部41と、この取り付け板部41の下端から前方に直角に屈曲して突き出すボルト支持板部42と、このボルト支持板部42の両側から下方に垂設され、かつ、後端縁を第二の構造材50”の面に当接される一対の互いに向き合った補強板部43、43とを備えた構成としてあり、ボルト支持板部42の引き寄せボルト30の挿通孔44を設けてある。   Corresponding to the bolt receiving metal 10, the hole down hardware 40 provided on the pillar which is the second structural material 50 ″ includes a plate-like mounting plate portion 41 along the surface of the second structural material 50 ″, and this A bolt support plate portion 42 that is bent at a right angle and protrudes forward from the lower end of the mounting plate portion 41, and is suspended downward from both sides of the bolt support plate portion 42, and the rear edge of the second support member 50 ″ And a pair of reinforcing plate portions 43, 43 facing each other, and an insertion hole 44 for the pulling bolt 30 of the bolt support plate portion 42 is provided.

かかるホールダウン金物40は、前記挿通孔44から挿通される引き寄せボルト30が前記ボルト受け金物10の雌ねじ孔13に螺入しうるように、取り付け板部41を上方にして縦向きに第二の構造材50”の側面に該取り付け板部41を添装状態にして、この取り付け板部741の孔から第二の構造材50”を貫通させたボルト45に座金46を介してナット47を締め付けて、該構造材50に止着してある。   The hole-down hardware 40 has a second vertical orientation with the mounting plate 41 upward so that the pulling bolt 30 inserted through the insertion hole 44 can be screwed into the female screw hole 13 of the bolt receiving metal 10. The mounting plate portion 41 is attached to the side surface of the structural member 50 ″, and the nut 47 is tightened through the washer 46 to the bolt 45 penetrating the second structural member 50 ″ from the hole of the mounting plate portion 741. The structural member 50 is fixed.

かかるホールダウン金物40は、前記取り付け板部41の挿通孔44に回転自在に挿通した引き寄せボルト30を前記ボルト受け金物10の雌ねじ孔13に螺入させて、構造材50、50相互を引き寄せた際に、破損されない強度を備えたものとして用意される。   In the hole-down hardware 40, the pulling bolt 30 that is rotatably inserted into the insertion hole 44 of the mounting plate 41 is screwed into the female screw hole 13 of the bolt receiving metal 10 to draw the structural members 50, 50 together. At this time, it is prepared as having strength that is not damaged.

このように各構造材50、50に備えられるボルト受け金物10の雌ねじ孔13に、ホールダウン金物40のボルト支持板部42の挿通孔44から挿通される引き寄せボルト30螺入して、各構造材50、50を引き寄せる。   In this way, the drawing bolt 30 inserted through the insertion hole 44 of the bolt support plate portion 42 of the hole-down hardware 40 is screwed into the female screw hole 13 of the bolt receiving metal 10 provided in each structural material 50, 50, and each structure The materials 50 and 50 are drawn.

ここで用いられる引き寄せボルト30は、図5〜図7において用いられた引き寄せボルトと同様に、各構造材50、50の引き寄せによって破損されることがなく、各構造材50、50を都合よく引き寄せうる強度を備えたものであって、例えば、M12ボルト等を用いることができる。   The pulling bolt 30 used here is not damaged by the pulling of the structural members 50 and 50 like the pulling bolts used in FIGS. For example, an M12 bolt or the like can be used.

のように各構造材50、50の引き寄せに用いられるボルト受け金物10及びホールダウン金物40は、前記羽子板金物20とボルト受け金物10とによる構造材50、50の引き寄せと同様に、当該ボルト受け金物10及びホールダウン金物40の組み付け操作部分以外の壁等に何等影響を与えることなく、各構造材50、50を引き寄せることができる。   In this manner, the bolt receiving metal 10 and the hole down metal 40 used for pulling the structural members 50 and 50 are the same as the pulling of the structural members 50 and 50 by the battledore metal 20 and the bolt receiving metal 10. The structural members 50 and 50 can be drawn without affecting the wall or the like other than the assembly operation portion of the hardware 10 and the hole-down hardware 40.

また、前記羽子板金物20とボルト受け金物10による各構造材50、50の引き寄せと同様に複数組のボルト受け金物10及びホールダウン金物40を用いて第一の構造材50’と第二の構造材50”を引き寄せるようにしてもよく、また、起立状態にある第二の構造材50”の両側にホールダウン金物40を設け、これを第一の構造材50’のボルト受け金物10に引き寄せボルト30で引き寄せるようにしてあってもよい。   In addition, the first structural member 50 ′ and the second structure are formed by using a plurality of sets of bolt receiving members 10 and hole-down fittings 40 in the same manner as the pulling of the structural members 50 and 50 by the battledore member 20 and the bolt receiving member 10. The material 50 ″ may be drawn, and hole-down hardware 40 is provided on both sides of the second structural material 50 ″ in the standing state, and this is drawn to the bolt receiving metal 10 of the first structural material 50 ′. You may make it pull with the volt | bolt 30.

かかる構造材50、50の引き寄せは、例えば、図9及び図10に示されるように基礎70のアンカーボルト71が柱位置からずれている場合にも効果的に用いることができる。   Such pulling of the structural members 50, 50 can be effectively used even when the anchor bolt 71 of the foundation 70 is displaced from the column position as shown in FIGS. 9 and 10, for example.

典型的なボルト受け金物の斜視図Perspective view of a typical bolt catch 同一部を破断した側面図Side view with the same part broken 同ボルト受け金物の取り付けの一例を示す断面図Sectional drawing which shows an example of attachment of the same bolt receptacle 同他の取付例を示す断面図Sectional view showing another mounting example 同典型的な一使用態様を示す要部の斜視図The perspective view of the principal part which shows the same typical use aspect 同一部を破断した要部の側面図Side view of the main part with the same part broken 同一部を破断した要部の平面図Plan view of the main part with the same part broken 同ボルト受け金物の更に他の取付例を示す断面図Sectional drawing which shows another example of attachment of the bolt receiving metal 同他の典型的な使用態様を示す要部の斜視図The perspective view of the principal part which shows the other typical usage condition 同一部を破断した要部の側面図Side view of the main part with the same part broken

符号の説明Explanation of symbols

10 ボルト受け金物
11 軸部
12 鍔状頭部
13 雌ねじ孔
30 引き寄せボルト
50 構造材
DESCRIPTION OF SYMBOLS 10 Bolt receptacle 11 Shaft part 12 Saddle-shaped head 13 Female screw hole 30 Pulling bolt 50 Structural material

Claims (4)

軸部と該軸部の一端側に鍔状頭部を備えるボルト受け金物であって、
このボルト受け金物が、前記鍔状頭部から該鍔状頭部の備えられていない軸部端に貫通する雌ねじ孔を備えており、
少なくとも前記軸部を第一の構造材に設けられる孔に差し入れて、木ねじで前記鍔状頭部をもって該構造材に止着させると共に、第二の構造材に取り付け用意される引き寄せボルトを前記雌ねじ孔に螺入し得るようにしてあることを特徴とするボルト受け金物。
A bolt receiver having a shaft and a hook-shaped head on one end side of the shaft,
The bolt bracket has a female screw hole penetrating from the hook-shaped head to the shaft end where the hook-shaped head is not provided,
At least the shaft portion is inserted into a hole provided in the first structural member, and the female screw is attached to the second structural member with a pulling bolt prepared to be attached to the second structural member with the hook-shaped head with a wood screw. A bolt receiving material characterized in that it can be screwed into a hole.
前記第一の構造材に対して直交する向きに前記第二の構造材を接合してあり、この第二の構造材に取り付け用意される引き寄せボルトの螺入されるボルト受け金物を前記第一の構造材に備え付けるようにしてあることを特徴とする請求項1に記載のボルト受け金物。   The second structural material is joined in a direction orthogonal to the first structural material, and a bolt receiving metal object to which a drawing bolt prepared to be attached to the second structural material is screwed is the first structural material. The bolt receiving metal object according to claim 1, wherein the bolt receiving metal object is provided on the structural material. 前記引き寄せボルトが、前記第二の構造材に止着される羽子板金物に回転自在に備えられていることを特徴とする請求項1又は請求項2に記載のボルト受け金物。   3. The bolt receiving metal object according to claim 1, wherein the pulling bolt is rotatably provided on a feather metal plate fixed to the second structural member. 4. 前記引き寄せボルトが、前記第二の構造材に止着されるホールダウン金物に回転自在に備えられていることを特徴とする請求項1又は請求項2に記載のボルト受け金物。   The bolt receiving metal object according to claim 1 or 2, wherein the pulling bolt is rotatably provided on a hole-down metal object fixed to the second structural member.
JP2007202004A 2007-08-02 2007-08-02 Bolt bracket Pending JP2009035954A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014005694A (en) * 2012-06-26 2014-01-16 Yoshikuni Okura Coach screw and connector using the same

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014005694A (en) * 2012-06-26 2014-01-16 Yoshikuni Okura Coach screw and connector using the same

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