JP4797871B2 - Reinforced structure of wooden horizontal members - Google Patents

Reinforced structure of wooden horizontal members Download PDF

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JP4797871B2
JP4797871B2 JP2006214680A JP2006214680A JP4797871B2 JP 4797871 B2 JP4797871 B2 JP 4797871B2 JP 2006214680 A JP2006214680 A JP 2006214680A JP 2006214680 A JP2006214680 A JP 2006214680A JP 4797871 B2 JP4797871 B2 JP 4797871B2
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horizontal member
reinforcing plates
reinforcing
side surfaces
hole
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JP2008038481A (en
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和己 土方
哲雄 平松
直子 辻本
伸治 宇都宮
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Sekisui House Ltd
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この発明は、主として木造建築物における梁や土台等の木質横架材の補強構造に関し、特に配管や配線等を挿通させるための貫通孔周りの補強に係る。   The present invention mainly relates to a reinforcing structure for a wooden horizontal member such as a beam or a base in a wooden building, and particularly relates to reinforcement around a through hole for inserting piping, wiring, and the like.

木造住宅において、梁や土台等の木質横架材に対して、水回り設備等の配管や配線等を挿通させるための貫通孔を形成することがある。横架材に対して貫通孔を形成すると、断面欠損によって強度が低下するが、このような有孔横架材に関する耐力評価方法や補強方法については、未だ十分に確立されておらず、夫々固有の対応をしているのが現状である。   In a wooden house, a through-hole for inserting piping, wiring, or the like of a water facility may be formed in a wooden horizontal member such as a beam or a base. When a through hole is formed in a horizontal member, the strength is reduced due to a cross-sectional defect. However, the strength evaluation method and reinforcement method for such a perforated horizontal member have not yet been fully established, and each is unique. It is the present situation that is dealing with.

上記対応の一つとして、例えば特許文献1や特許文献2にも開示されているように、横架材の両側面の貫通孔周りに、補強プレートを多数のビスで止め付けるといった補強構造がある。   As one of the above-mentioned measures, for example, as disclosed in Patent Document 1 and Patent Document 2, there is a reinforcing structure in which a reinforcing plate is fastened with a large number of screws around the through holes on both side surfaces of the horizontal member. .

特開2004−324125号公報JP 2004-324125 A 特開2003−176601号公報JP 2003-176601 A

しかしながら、上記の補強構造においては、横架材の貫通孔周りに多数のビスのねじ込みによる断面欠損が生じてしまい、十分な強度性能を確保することが困難となっていた。   However, in the above-described reinforcing structure, a cross-sectional defect due to screwing of a large number of screws occurs around the through hole of the horizontal member, and it has been difficult to ensure sufficient strength performance.

かといって、横架材の断面欠損を少なくするために、補強プレートを止め付けるビスの本数を極力減らすようにすると、横架材に作用する曲げ応力や剪断応力を補強プレートへ効率良く伝達することができなくなり、依然として十分な強度性能を確保することができなかった。   However, if the number of screws that secure the reinforcing plate is reduced as much as possible in order to reduce the cross-sectional defect of the horizontal member, bending stress and shear stress acting on the horizontal member can be efficiently transmitted to the reinforcing plate. It was not possible to secure sufficient strength performance.

このため、有孔横架材を用いる場合には、大幅な強度低下を見込んで構造計画を行わざるを得ず、構造計画が煩雑になるといった不具合があった。   For this reason, in the case of using a perforated horizontal member, there is a problem that the structure planning becomes complicated because the structure planning must be performed in anticipation of a significant decrease in strength.

そこで、この発明は、上記不具合を解消して、貫通孔を有する木質横架材の強度性能を効果的に高めることができる木質横架材の補強構造の提供を目的とする。   Then, this invention aims at provision of the reinforcement structure of the wooden horizontal member which eliminates the said malfunction and can improve the strength performance of the wooden horizontal member which has a through-hole effectively.

上記課題を解決するため、この発明は、相対する側面2、2間に亘って貫通孔3を形成した木質横架材1の補強構造であって、前記木質横架材1の両側面2、2における貫通孔3周りに、複数の爪9・・を有する補強プレート5、5を夫々張り合わせるとともに、これら両補強プレート5、5及び前記木質横架材1を挟持部材15、15によって挟み込んで、前記両補強プレート5、5の爪9・・を前記木質横架材1の両側面2、2に食い込ませるようにしたことを特徴とする。   In order to solve the above problems, the present invention is a reinforcing structure of a wooden horizontal member 1 in which a through hole 3 is formed between opposing side surfaces 2 and 2, and includes both side surfaces 2 of the wooden horizontal member 1, 2, reinforcing plates 5 and 5 having a plurality of claws 9 are attached to each other, and both the reinforcing plates 5 and 5 and the wooden horizontal member 1 are sandwiched by sandwiching members 15 and 15. The claws 9... Of the two reinforcing plates 5 and 5 are made to bite into both side surfaces 2 and 2 of the wooden horizontal member 1.

具体的に、前記挟持部材15は、前記貫通孔3に挿通される基片16と、この基片16の両端部から前記両補強プレート5、5に被さるように延出した延出片17、17と、それら延出片17、17に螺合して前記両補強プレート5、5を前記木質横架材1の両側面2、2に押し付ける押付ボルト20・・とを備えている。   Specifically, the clamping member 15 includes a base piece 16 inserted through the through-hole 3, and extending pieces 17 extending from both ends of the base piece 16 so as to cover the reinforcing plates 5 and 5. 17 and pressing bolts 20... That are screwed into the extending pieces 17 and 17 to press the reinforcing plates 5 and 5 against both side surfaces 2 and 2 of the wooden horizontal member 1.

また、前記補強プレート5、5の上端に略水平方向に延出するフランジ部7、7を形成して、このフランジ部7、7によって床下地材11、11を支持するようにしている。Further, flange portions 7 and 7 extending in a substantially horizontal direction are formed at the upper ends of the reinforcing plates 5 and 5, and the floor base materials 11 and 11 are supported by the flange portions 7 and 7.

また、別の発明は、相対する側面2、2間に亘って貫通孔3を形成した木質横架材1の補強構造であって、前記木質横架材1の両側面2、2における貫通孔3周りに、複数の爪9・・を有する補強プレート5、5を夫々張り合わせるとともに、これら両補強プレート5、5及び前記木質横架材1に、前記木質横架材1の引張力が発生し易い箇所を回避するように貫通ボルト31・・を貫通させて、その貫通ボルト31・・に螺合したナット34・・を締め付けることで、前記貫通ボルト31・・の頭部33・・と前記ナット34・・によって前記両補強プレート5、5及び前記木質横架材1を挟み込んで、前記両補強プレート5、5の爪9・・を前記木質横架材1の両側面2、2に食い込ませるとともに、前記補強プレート5、5の上端に略水平方向に延出するフランジ部7、7を形成して、このフランジ部7、7によって床下地材11、11を支持するようにしたことを特徴とする。Another invention is a reinforcing structure of a wooden horizontal member 1 in which a through hole 3 is formed between opposing side surfaces 2 and 2, and the through holes in both side surfaces 2 and 2 of the wooden horizontal member 1. 3, reinforcing plates 5 and 5 having a plurality of claws 9 are attached to each other, and the tensile force of the wooden horizontal member 1 is generated on both the reinforcing plates 5 and 5 and the wooden horizontal member 1. By passing through the through bolts 31 so as to avoid easy-to-do places, and tightening the nuts 34 screwed into the through bolts 31, the heads 33 of the through bolts 31,. The both reinforcing plates 5, 5 and the wooden horizontal member 1 are sandwiched by the nuts 34, and the claws 9,... Of both the reinforcing plates 5, 5 are attached to both side surfaces 2, 2 of the wooden horizontal member 1. Bite into the upper ends of the reinforcing plates 5 and 5 To form a flange portion 7, 7 extending in horizontal direction, characterized by being adapted to support the underfloor member 11, 11 by the flange portions 7.

具体的には、前記補強プレート5、5の爪9・・を、前記補強プレート5、5の要所要所を打ち抜き加工することによって形成して、この打ち抜き加工によって生じた複数の打ち抜き孔10・・のうちのいくつかと、前記木質横架材1に形成した複数のボルト挿通孔30・・とを一致させて、これら打ち抜き孔10・・及びボルト挿通孔30・・を通して前記貫通ボルト31・・を貫通させるようにしている。Specifically, the claws 9 of the reinforcing plates 5 and 5 are formed by punching the necessary portions of the reinforcing plates 5 and 5, and a plurality of punched holes 10. Some of them and the plurality of bolt insertion holes 30 formed in the wooden horizontal member 1 are made to coincide with each other, and the through bolts 31 are passed through the punching holes 10 and the bolt insertion holes 30. To penetrate.

この発明の補強構造においては、木質横架材及びこの両側面に張り合わせた両補強プレートを、挟持部材によって挟み込んだり、貫通ボルトの頭部とナットによって挟み込むことで、両補強プレートの爪を横架材の両側面に確実に食い込ませてこれらを一体化している。   In the reinforcing structure according to the present invention, the wooden horizontal member and the two reinforcing plates attached to both side surfaces are sandwiched between the clamping members, or are sandwiched between the heads of the through bolts and the nuts, so that the claws of both the reinforcing plates are horizontally mounted. These are integrated into the two sides of the material.

これにより、従来のように多数の長尺なビスをねじ込む場合と比べて、横架材の断面欠損を少なくしながら、横架材に作用する曲げ応力や剪断応力を両補強プレートに効率良く伝達して、これら応力を両補強プレートによって確実に負担させることができ、貫通孔を有する有孔横架材であるにもかかわらず、無孔横架材と同等な十分な強度性能を確保することができる。   As a result, the bending stress and shear stress acting on the horizontal member can be efficiently transmitted to the two reinforcing plates while reducing the cross-sectional defect of the horizontal member, compared to the case where many long screws are screwed in as in the past. These stresses can be surely borne by both reinforcing plates, and even though it is a perforated horizontal member with through holes, sufficient strength performance equivalent to that of a non-perforated horizontal member is ensured. Can do.

従って、有孔横架材であっても、無孔横架材と同様に扱うことが可能となり、水周り設備の設置等に伴って有孔横架材を採用しても、躯体架構については何ら見直す必要がなく、設備計画によって構造計画が煩雑になるといった不具合をなくすことができる。   Therefore, even if it is a perforated horizontal member, it can be handled in the same way as a non-perforated horizontal member. There is no need to review anything, and it is possible to eliminate the trouble that the structure plan becomes complicated by the facility plan.

なお、貫通ボルトを使用する場合には、横架材に対してボルト挿通孔を形成する必要があり、両補強プレートの爪だけを食い込ませる場合と比べて、横架材の断面欠損部位が多少増えることにはなる。しかしながら、これらボルト挿通孔は、横架材の引張力の発生し易い箇所を回避して形成するので、任意の箇所に多数のビスをねじ込む場合と比べて、横架材の耐力を低下させないようにしながら、ボルト挿通孔の形成による横架材の断面欠損を必要最小限に抑えることができる。   In addition, when using through bolts, it is necessary to form bolt insertion holes in the horizontal member, and there are some cross-sectional defects in the horizontal member compared to the case where only the claws of both reinforcing plates are bitten. Will increase. However, these bolt insertion holes are formed so as to avoid the location where the tensile force of the horizontal member is likely to be generated, so that the strength of the horizontal member is not reduced compared to the case where a large number of screws are screwed into an arbitrary portion. However, the cross-sectional defect | deletion of the horizontal member by formation of a bolt insertion hole can be suppressed to the required minimum.

また、挟持部材を、横架材の貫通孔に挿通した状態で使用することによって、横架材の外表面からの挟持部材の張り出しを抑えて、横架材に対する他部材との接合や金具類の取り付けに支障をきたさないようにすることができる。   In addition, by using the holding member inserted in the through hole of the horizontal member, it is possible to prevent the holding member from overhanging from the outer surface of the horizontal member, and to join the horizontal member to other members or metal fittings. It is possible to prevent troubles in mounting.

さらに、貫通ボルトを、補強プレートの爪を打ち抜き加工することによって生じた打ち抜き孔を利用して貫通させることによって、補強プレートに貫通ボルトを貫通させるための専用の孔を別途加工せずに済み、構造を簡単にすることができる。   Furthermore, by penetrating the through bolt using the punched hole generated by punching the claw of the reinforcing plate, it is not necessary to separately process a dedicated hole for penetrating the through bolt into the reinforcing plate. The structure can be simplified.

さらにまた、補強プレートのフランジ部を、床下地材を支持する支持台として利用することによって、部材の共有化を図ることができ、床施工に伴う施工費を削減することができる。   Furthermore, by using the flange portion of the reinforcing plate as a support base that supports the floor base material, the members can be shared, and the construction costs associated with floor construction can be reduced.

以下、この発明の実施形態を図面に基づいて詳細に説明する。図1乃至図3は、この発明の一実施形態に係る木質横架材1の補強構造を示している。横架材1は、木造建築物における梁や土台等として用いられるものであって、複数の帯板状のラミナを上下に積み重ねて接合した断面略長方形状の集成材からなる。この横架材1には、相対する長手方向に沿った側面2、2間に亘って配管又は配線挿通用の貫通孔3が略水平に形成されている。なお、横架材1としては、集成材に限らず、無垢材であっても良い。   Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. 1 to 3 show a reinforcing structure of a wooden horizontal member 1 according to an embodiment of the present invention. The horizontal member 1 is used as a beam, a base, or the like in a wooden building, and is made of a laminated material having a substantially rectangular cross section in which a plurality of strip-like laminaes are stacked and joined together. In the horizontal member 1, a through hole 3 for piping or wiring insertion is formed substantially horizontally across the side surfaces 2 and 2 along the opposing longitudinal direction. The horizontal member 1 is not limited to the laminated material, and may be a solid material.

そして、この横架材1の両側面2、2における貫通孔3周りには、図2乃至図4に示すように、補強プレート5、5が夫々張り合わされている。この補強プレート5は、図5に示すように、略長方形状の垂直部6と、この垂直部6の上端から略水平方向に延出するフランジ部7とを備えている。   Reinforcing plates 5 and 5 are bonded around the through holes 3 on both side surfaces 2 and 2 of the horizontal member 1 as shown in FIGS. As shown in FIG. 5, the reinforcing plate 5 includes a substantially rectangular vertical portion 6 and a flange portion 7 extending from the upper end of the vertical portion 6 in a substantially horizontal direction.

補強プレート5の垂直部6の略中央には、貫通孔3に対応する略円形の開口8が形成されている。また、垂直部6の周端の例えば合計8箇所において、打ち抜き加工により一対の短尺爪9、9が夫々形成されている。具体的には、垂直部6の各隅部と上下端中央部と左右端中央部において、一対の短尺爪9、9が夫々形成されている。また、垂直部6のこれら8箇所において、打ち抜き加工によって生じた略円形の打ち抜き孔10・・が夫々形成されている。従って、両側の補強プレート5、5は、それらの開口8、8を貫通孔3に一致させるようにして、それらの短尺爪9・・を横架材1の側面2、2に食い込ませることで、それら垂直部6、6を横架材1の側面2、2に重ねるようにして、横架材1に張り合わされている。   A substantially circular opening 8 corresponding to the through hole 3 is formed in the approximate center of the vertical portion 6 of the reinforcing plate 5. In addition, a pair of short claws 9 and 9 are formed by punching, for example, at a total of eight locations on the peripheral edge of the vertical portion 6. Specifically, a pair of short claws 9, 9 are formed at each corner of the vertical portion 6, at the center of the upper and lower ends, and at the center of the left and right ends, respectively. In addition, substantially circular punching holes 10... Generated by the punching are formed at these eight portions of the vertical portion 6. Therefore, the reinforcing plates 5 and 5 on both sides are made to bite their short claws 9... Into the side surfaces 2 and 2 of the horizontal member 1 so that their openings 8 and 8 coincide with the through holes 3. The vertical portions 6 and 6 are attached to the horizontal member 1 so as to overlap the side surfaces 2 and 2 of the horizontal member 1.

補強プレート5のフランジ部7は、図3に示すように、ALC11や床根太等の床下地材を支持する支持台として機能するようになっている。なお、図3において、12は、ALC11、11上に敷設される床板である。   As shown in FIG. 3, the flange portion 7 of the reinforcing plate 5 functions as a support base that supports floor base materials such as ALC 11 and floor joists. In FIG. 3, reference numeral 12 denotes a floor board laid on the ALCs 11 and 11.

そして、横架材1及びこの両側面2、2に夫々張り合わされた両補強プレート5、5は、図2及び図6に示すように、一対の挟持部材15、15によって挟み込まれて、両補強プレート5、5が脱落しないように、両補強プレート5、5の短尺爪9・・を横架材1の両側面2、2に確実に食い込ませている。   Then, as shown in FIGS. 2 and 6, the reinforcing member 5, 5 attached to the horizontal member 1 and both side surfaces 2, 2 are sandwiched between a pair of sandwiching members 15, 15, and both reinforcing members are provided. The short claws 9... Of both reinforcing plates 5 and 5 are securely bited into both side surfaces 2 and 2 of the horizontal member 1 so that the plates 5 and 5 do not fall off.

挟持部材15は、図2及び図7に示すように、横架材1の貫通孔3に挿通される略長方形状の基片16と、この基片16の両端部から両補強プレート5、5の垂直部6、6に被さるように延出した略凹状の延出片17、17とからなるコ字形プレート18を備えている。そして、コ字形プレート18の延出片17、17には、一対のボルト穴19、19が夫々形成されていて、それらボルト穴19・・に螺合した押付ボルト20・・の締め付けによって、両補強プレート5、5の垂直部6、6を横架材1の両側面2、2に押し付けることで、両補強プレート5、5の短尺爪9・・を横架材1の両側面に確実に食い込ませて、横架材1及び両補強プレート5、5を一体化している。   As shown in FIGS. 2 and 7, the clamping member 15 includes a substantially rectangular base piece 16 inserted through the through hole 3 of the horizontal member 1, and both reinforcing plates 5, 5 from both ends of the base piece 16. The U-shaped plate 18 is formed of substantially concave extending pieces 17 and 17 extending so as to cover the vertical portions 6 and 6 of the plate. A pair of bolt holes 19, 19 are formed in the extended pieces 17, 17 of the U-shaped plate 18, respectively. By tightening the pressing bolts 20... Screwed into the bolt holes 19. By pressing the vertical portions 6 and 6 of the reinforcing plates 5 and 5 against the side surfaces 2 and 2 of the horizontal member 1, the short claws 9 of the reinforcing plates 5 and 5 are securely attached to both side surfaces of the horizontal member 1. The horizontal member 1 and the two reinforcing plates 5 and 5 are integrated with each other.

なお、図8に示すように、合計4個の挟持部材21・・を用いて、これら挟持部材21・・を貫通孔3の孔壁周りに等間隔に配置して、両補強プレート5、5及び横架材1を挟み込むようにしても良い。なお、この挟持部材21のコ字形プレート22は、図9に示すように、横架材1の貫通孔3に挿通される略長方形状の基片23と、この基片23の両端部から両補強プレート5、5の垂直部6、6に被さるように延出した略長方形状の延出片24、24とからなり、延出片24、24には1個のボルト穴19が夫々形成されている。   As shown in FIG. 8, a total of four clamping members 21... Are used, and these clamping members 21. Further, the horizontal member 1 may be sandwiched. As shown in FIG. 9, the U-shaped plate 22 of the sandwiching member 21 includes a substantially rectangular base piece 23 inserted into the through hole 3 of the horizontal member 1 and both ends of the base piece 23 from both ends. It consists of substantially rectangular extension pieces 24, 24 extending so as to cover the vertical portions 6, 6 of the reinforcing plates 5, 5, and one bolt hole 19 is formed in each of the extension pieces 24, 24. ing.

このようにして貫通孔3周りを補強した横架材1では、横架材1に対して両補強プレート5、5の短尺爪9・・が食い込んでいるだけであって、従来のように多数の長尺なビスをねじ込む場合と比べて、横架材1の断面欠損を少なくすることができる。   In the horizontal member 1 in which the periphery of the through hole 3 is reinforced in this way, the short claws 9... Of the both reinforcing plates 5 and 5 bite into the horizontal member 1. Compared with the case where a long screw is screwed, the cross-sectional defect of the horizontal member 1 can be reduced.

しかも、このようにして貫通孔3周りを補強した横架材1を、木造建築物の梁や土台として架構した場合、横架材1に対して曲げ応力や剪断応力が作用すると、これら応力が横架材1の両側面2、2にしっかりと食い込んだ複数の短尺爪9・・を介して両補強プレート5、5に効率良く伝達され、これら応力を横架材1と一体化した両補強プレート5、5によって確実に負担させることができる。これにより、貫通孔3を有する有孔横架材1であるにもかかわらず、無孔横架材と同等な十分な強度性能を確保することができる。   Moreover, when the horizontal member 1 reinforced around the through-hole 3 in this way is constructed as a beam or base of a wooden building, if bending stress or shear stress acts on the horizontal member 1, these stresses are Both reinforcements which are efficiently transmitted to both reinforcing plates 5 and 5 through a plurality of short claws 9... Which are firmly intruded on both side surfaces 2 and 2 of the horizontal member 1 and integrate these stresses with the horizontal member 1. The plates 5 and 5 can reliably bear the burden. Thereby, although it is the perforated horizontal material 1 which has the through-hole 3, sufficient intensity | strength performance equivalent to a non-porous horizontal material can be ensured.

図10乃至図13は、別の実施形態に係る木質横架材1の補強構造を示している。この横架材1には、引張力が発生し易い箇所を回避し、且つ、横架材1の両側面2、2に張り合わせる補強プレート5、5の打ち抜き孔10・・のいくつかに対応するようにして、複数のボルト挿通孔30・・が貫通孔3と略平行に形成されている。   10 thru | or 13 has shown the reinforcement structure of the wooden horizontal member 1 which concerns on another embodiment. This horizontal member 1 avoids a place where a tensile force is likely to be generated, and corresponds to some of the punching holes 10... Of the reinforcing plates 5 and 5 that are bonded to both side surfaces 2 and 2 of the horizontal member 1. Thus, a plurality of bolt insertion holes 30... Are formed substantially parallel to the through hole 3.

図12の細点で示す範囲は、曲げ応力が作用したときの横架材1の貫通孔3周辺における引張力が発生し易い範囲を示しており、図13の細点で示す範囲は、剪断応力が作用したときの横架材1の貫通孔3周辺における引張力が発生し易い範囲を示している。   The range indicated by the fine dots in FIG. 12 indicates a range in which a tensile force is likely to be generated around the through hole 3 of the horizontal member 1 when bending stress is applied. The range indicated by the fine dots in FIG. The range in which the tensile force around the through hole 3 of the horizontal member 1 when stress is applied is likely to be generated is shown.

従って、例えば曲げ応力が作用し易い箇所に横架材1を架構する場合には、図12の細点で示す範囲を避けるようにして、横架材1にボルト挿通孔30・・が形成される。例えば、横架材1の両側面2、2に張り合わせる補強プレート5、5の打ち抜き孔10・・のうち上側中央及び下側両端に位置する打ち抜き孔10・・に対応する3箇所に、ボルト挿通孔30・・が形成される。また、剪断応力が作用し易い箇所に横架材1を架構する場合には、図13の細点で示す範囲を避けるようにして、横架材1にボルト挿通孔30・・が形成される。例えば、横架材1の両側面2、2に張り合わせる補強プレート5、5の打ち抜き孔10・・のうち上側左端及び下側右端に位置する打ち抜き孔10・・に対応する2箇所に、ボルト挿通孔30・・が形成される。   Therefore, for example, when the horizontal member 1 is constructed in a place where bending stress is likely to act, bolt insertion holes 30... Are formed in the horizontal member 1 so as to avoid the range indicated by the thin dots in FIG. The For example, bolts are provided at three positions corresponding to the punched holes 10... Located at the upper center and the lower ends of the punched holes 10. Insertion holes 30 are formed. Further, when the horizontal member 1 is constructed in a place where shear stress is likely to act, bolt insertion holes 30... Are formed in the horizontal member 1 so as to avoid the range indicated by the fine points in FIG. . For example, bolts are provided at two positions corresponding to the punched holes 10... Located at the upper left end and the lower right end of the punched holes 10. Insertion holes 30 are formed.

図10及び図11は、曲げ応力が作用し易い箇所に架構する横架材1を例に挙げて図示しており、上記のようにしてボルト挿通孔30・・を形成した横架材1の両側面2、2には、そのボルト挿通孔30・・とこれに対応する打ち抜き孔10・・とを一致させるようにして、補強プレート5、5が夫々張り合わされている。   10 and 11 show an example of the horizontal member 1 constructed in a place where bending stress easily acts, and the horizontal member 1 in which the bolt insertion holes 30 are formed as described above is illustrated. Reinforcing plates 5 and 5 are respectively bonded to the side surfaces 2 and 2 so that the bolt insertion holes 30 and the corresponding punching holes 10 and the like coincide with each other.

そして、互いに一致したボルト挿通孔30・・及び打ち抜き孔10・・を通して、複数の貫通ボルト31・・が横架材1及び補強プレート5、5を貫通している。従って、これら貫通ボルト31・・は、横架材1の引張力が発生し易い箇所を回避するように貫通されている。貫通ボルト31・・としては、小径で細いボルト部32及び小径の頭部33を有するものを用いており、これによって横架材1のボルト挿通孔30・・の孔径も小さく抑えている。   A plurality of through bolts 31... Penetrate through the horizontal member 1 and the reinforcing plates 5 and 5 through the bolt insertion holes 30 and the punched holes 10. Accordingly, the through bolts 31 are penetrated so as to avoid a portion where the tensile force of the horizontal member 1 is likely to be generated. As the through bolts 31..., Those having a small diameter thin bolt portion 32 and a small diameter head portion 33 are used, and the diameter of the bolt insertion holes 30.

これら貫通ボルト31・・にはナット34・・が螺合され、これらナット34・・を締め付けることで、貫通ボルト31・・の頭部33・・とナット34・・によって横架材1及び両補強プレート5、5を挟み込んで、両補強プレート5、5が脱落しないように、両補強プレート5、5の短尺爪9・・を横架材1の両側面2、2に確実に食い込ませて、横架材1及び両補強プレート5、5を一体化している。なお、貫通ボルト31・・の頭部33・・及びナット34・・は、補強プレート5、5の打ち抜き孔10・・よりも径が小さくなっているので、打ち抜き孔10・・よりも径が大きな座金40・・を介在させて、上記の挟み込みを行っている。   Nuts 34... Are screwed onto these through bolts 31..., And by tightening these nuts 34. The short claws 9... Of both reinforcing plates 5, 5 are securely bited into both side surfaces 2, 2 of the horizontal member 1 so that the reinforcing plates 5, 5 are sandwiched and the both reinforcing plates 5, 5 do not fall off. The horizontal member 1 and the two reinforcing plates 5 and 5 are integrated. Since the heads 33 and nuts 34 of the through bolts 31 are smaller in diameter than the punched holes 10 of the reinforcing plates 5 and 5, the diameter is smaller than that of the punched holes 10 and so on. The above-described sandwiching is performed with a large washer 40.

このようにして貫通孔3周りを補強した横架材1では、複数のボルト挿通孔30・・が形成されているものの、これらボルト挿通孔30・・は小径で細く、しかも横架材1の引張力の発生し難い箇所にのみ形成していることから、横架材1の耐力を極力低下させないようにしながら、ボルト挿通孔30・・を形成したことによる横架材1の断面欠損を必要最小限に抑えることができる。なお、その他の構成及び作用効果は、上記図1乃至図3に示す実施形態と同様である。   In the horizontal member 1 in which the periphery of the through hole 3 is reinforced in this way, a plurality of bolt insertion holes 30... Are formed, but these bolt insertion holes 30. Since it is formed only in places where tensile force is difficult to occur, the cross section of the horizontal member 1 is required due to the formation of the bolt insertion holes 30... While preventing the proof stress of the horizontal member 1 from being reduced as much as possible. Can be minimized. Other configurations and operational effects are the same as those of the embodiment shown in FIGS.

この発明は、上記実施形態に限定されるものではなく、この発明の範囲内で上記実施形態に多くの修正及び変更を加え得ることは勿論である。   The present invention is not limited to the above embodiment, and it is needless to say that many modifications and changes can be made to the above embodiment within the scope of the present invention.

この発明の一実施形態に係る横架材の補強構造を示す正面図である。It is a front view which shows the reinforcement structure of the horizontal member which concerns on one Embodiment of this invention. 同じくその横断面図である。It is the transverse cross section similarly. 同じくその側面図である。It is the side view similarly. 横架材の両側面に張り合わせる補強プレートを示す斜視図である。It is a perspective view which shows the reinforcement plate bonded together on the both sides | surfaces of a horizontal member. 補強プレートの拡大斜視図である。It is an expansion perspective view of a reinforcement plate. 横架材の補強構造を示す分解斜視図である。It is a disassembled perspective view which shows the reinforcement structure of a horizontal member. 挟持部材のコ字形プレートの拡大斜視図である。It is an expansion perspective view of the U-shaped plate of a clamping member. 4個の他の挟持部材を用いた補強構造を示す正面図である。It is a front view which shows the reinforcement structure using four other clamping members. 他の挟持部材のコ字形プレートの拡大斜視図である。It is an expansion perspective view of the U-shaped plate of another clamping member. 別の実施形態に係る横架材の補強構造を示す分解斜視図である。It is a disassembled perspective view which shows the reinforcement structure of the horizontal member which concerns on another embodiment. 同じくその縦断面図である。It is the longitudinal cross-sectional view similarly. 曲げ応力が作用したときの横架材の貫通孔周辺における引張力が発生し易い範囲を示す図である。It is a figure which shows the range where the tensile force around the through-hole of a horizontal member when a bending stress acts is easy to generate | occur | produce. 剪断応力が作用したときの横架材の貫通孔周辺における引張力が発生し易い範囲を示す図である。It is a figure which shows the range where the tensile force around the through-hole of a horizontal member when a shear stress acts is easy to generate | occur | produce.

符号の説明Explanation of symbols

1・・木質横架材、2・・側面、3・・貫通孔、5・・補強プレート、7・・フランジ部、9・・爪、10・・打ち抜き孔、11・・床下地材、15,21・・挟持部材、16,23・・基片、17,24・・延出片、20・・押付ボルト、30・・ボルト挿通孔、31・・貫通ボルト、33・・頭部、34・・ナット、 1 .. Wooden horizontal material 2 .. Side surface 3 .. Through hole 5 .. Reinforcement plate 7. Flange 9. Claw 10 .. Punching hole 11. , 21 .. Holding member, 16, 23 .. Base piece, 17, 24 .. Extension piece, 20 .. Pushing bolt, 30 .. Bolt insertion hole, 31 .. Through bolt, 33. ··nut,

Claims (5)

相対する側面(2)(2)間に亘って貫通孔(3)を形成した木質横架材(1)の補強構造であって、前記木質横架材(1)の両側面(2)(2)における貫通孔(3)周りに、複数の爪(9)・・を有する補強プレート(5)(5)を夫々張り合わせるとともに、これら両補強プレート(5)(5)及び前記木質横架材(1)を挟持部材(15)(15)によって挟み込んで、前記両補強プレート(5)(5)の爪(9)・・を前記木質横架材(1)の両側面(2)(2)に食い込ませるようにしたことを特徴とする木質横架材の補強構造。 A reinforcing structure of a wooden horizontal member (1) in which a through hole (3) is formed between opposing side surfaces (2) and (2), wherein both side surfaces (2) ( Reinforcing plates (5), (5) having a plurality of claws (9),... Are laminated around the through hole (3) in 2). The material (1) is sandwiched between the sandwiching members (15) and (15), and the claws (9) of the reinforcing plates (5) and (5) are connected to both side surfaces (2) (2) ( 2) Reinforced structure of wooden horizontal members, characterized by being bitten into 2). 前記挟持部材(15)は、前記貫通孔(3)に挿通される基片(16)と、この基片(16)の両端部から前記両補強プレート(5)(5)に被さるように延出した延出片(17)(17)と、それら延出片(17)(17)に螺合して前記両補強プレート(5)(5)を前記木質横架材(1)の両側面(2)(2)に押し付ける押付ボルト(20)・・とを備えている請求項1記載の木質横架材の補強構造。 The clamping member (15) extends from the base piece (16) inserted through the through hole (3) and from both ends of the base piece (16) so as to cover the reinforcing plates (5) and (5). The extended pieces (17) and (17) which are taken out, and the two reinforcing plates (5) and (5) are screwed into the extended pieces (17) and (17) to be attached to both side surfaces of the wooden horizontal member (1). (2) The reinforcing structure for a wooden horizontal member according to claim 1, further comprising pressing bolts (20) which are pressed against (2). 前記補強プレート(5)(5)の上端に略水平方向に延出するフランジ部(7)(7)を形成して、このフランジ部(7)(7)によって床下地材(11)(11)を支持するようにした請求項1又は2記載の木質横架材の補強構造。 Flange portions (7) and (7) extending in a substantially horizontal direction are formed at the upper ends of the reinforcing plates (5) and (5), and the floor base materials (11) and (11) are formed by the flange portions (7) and (7). The reinforcing structure of the wooden horizontal member according to claim 1 or 2, wherein the structure is supported . 相対する側面(2)(2)間に亘って貫通孔(3)を形成した木質横架材(1)の補強構造であって、前記木質横架材(1)の両側面(2)(2)における貫通孔(3)周りに、複数の爪(9)・・を有する補強プレート(5)(5)を夫々張り合わせるとともに、これら両補強プレート(5)(5)及び前記木質横架材(1)に、前記木質横架材(1)の引張力が発生し易い箇所を回避するように貫通ボルト(31)・・を貫通させて、その貫通ボルト(31)・・に螺合したナット(34)・・を締め付けることで、前記貫通ボルト(31)・・の頭部(33)・・と前記ナット(34)・・によって前記両補強プレート(5)(5)及び前記木質横架材(1)を挟み込んで、前記両補強プレート(5)(5)の爪(9)・・を前記木質横架材(1)の両側面(2)(2)に食い込ませるとともに、前記補強プレート(5)(5)の上端に略水平方向に延出するフランジ部(7)(7)を形成して、このフランジ部(7)(7)によって床下地材(11)(11)を支持するようにしたことを特徴とする木質横架材の補強構造。 A reinforcing structure of a wooden horizontal member (1) in which a through hole (3) is formed between opposing side surfaces (2) and (2), wherein both side surfaces (2) ( Reinforcing plates (5), (5) having a plurality of claws (9),... Are laminated around the through hole (3) in 2). A through bolt (31) is passed through the material (1) so as to avoid a place where the tensile force of the wooden horizontal member (1) is likely to be generated, and screwed into the through bolt (31). By tightening the nuts (34),..., Both the reinforcing plates (5) (5) and the woody material by the heads (33) of the through bolts (31), and the nuts (34). Inserting the horizontal member (1), the claws (9) of the reinforcing plates (5), (5) A flange portion (7) (7) extending in a substantially horizontal direction is formed at the upper end of the reinforcing plate (5) (5) while biting into both side surfaces (2) (2) of the frame member (1). The reinforcing structure of the wooden horizontal member characterized by supporting the floor base material (11) (11) by the flange portions (7) (7) . 前記補強プレート(5)(5)の爪(9)・・を、前記補強プレート(5)(5)の要所要所を打ち抜き加工することによって形成して、この打ち抜き加工によって生じた複数の打ち抜き孔(10)・・のうちのいくつかと、前記木質横架材(1)に形成した複数のボルト挿通孔(30)・・とを一致させて、これら打ち抜き孔(10)・・及びボルト挿通孔(30)・・を通して前記貫通ボルト(31)・・を貫通させるようにした請求項4記載の木質横架材の補強構造。 Claws (9) of the reinforcing plates (5) (5) are formed by punching the necessary portions of the reinforcing plates (5) (5), and a plurality of punches produced by the punching are formed. Some of the holes (10) are aligned with the plurality of bolt insertion holes (30) formed in the wooden horizontal member (1), and these punched holes (10) and bolt insertion The reinforcing structure of the wooden horizontal member according to claim 4, wherein the through bolts (31) are passed through the holes (30) .
JP2006214680A 2006-08-07 2006-08-07 Reinforced structure of wooden horizontal members Expired - Fee Related JP4797871B2 (en)

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