JP5239199B2 - Reinforced structure of wooden horizontal members - Google Patents

Reinforced structure of wooden horizontal members Download PDF

Info

Publication number
JP5239199B2
JP5239199B2 JP2007105193A JP2007105193A JP5239199B2 JP 5239199 B2 JP5239199 B2 JP 5239199B2 JP 2007105193 A JP2007105193 A JP 2007105193A JP 2007105193 A JP2007105193 A JP 2007105193A JP 5239199 B2 JP5239199 B2 JP 5239199B2
Authority
JP
Japan
Prior art keywords
horizontal member
hole
wooden
wooden horizontal
engaging portions
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
JP2007105193A
Other languages
Japanese (ja)
Other versions
JP2008261161A (en
Inventor
和己 土方
哲雄 平松
直子 辻本
伸治 宇都宮
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sekisui House Ltd
Original Assignee
Sekisui House Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Sekisui House Ltd filed Critical Sekisui House Ltd
Priority to JP2007105193A priority Critical patent/JP5239199B2/en
Publication of JP2008261161A publication Critical patent/JP2008261161A/en
Application granted granted Critical
Publication of JP5239199B2 publication Critical patent/JP5239199B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/12Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members
    • E04C3/14Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members with substantially solid, i.e. unapertured, web
    • E04C3/145Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members with substantially solid, i.e. unapertured, web with special adaptations for the passage of cables or conduits through the web, e.g. reinforcements

Description

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.

木造建築物では、梁や土台等の木質横架材に対して、水回り設備の配管や電気設備の配線等を挿通させるための貫通孔を形成することがあり、この場合、断面欠損によって木質横架材の強度が低下する。ところが、木造建築物においては、鉄骨造やRC造、SRC造建築物のような有孔横架材に対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 wooden buildings, through-holes may be formed in wooden horizontal members such as beams and foundations to allow water piping and electrical equipment wiring to pass through. The strength of the horizontal member is reduced. However, in wooden buildings, the strength evaluation methods and reinforcement methods for perforated horizontal members such as steel structures, RC structures, and SRC structures are not yet well established, and each has its own response. This is the current situation.

その対応の一つとして、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、木質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 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 wooden horizontal member. is there.

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、木質横架材の貫通孔周りに多数のビスをねじ込むため、木質横架材の繊維が多量に損傷して、木質横架材自体の強度が大きく低下してしまうといった不具合があった。   However, in the above reinforcing structure, a large number of screws are screwed around the through holes of the wooden horizontal member, so that the fiber of the wooden horizontal member is damaged in a large amount and the strength of the wooden horizontal member itself is greatly reduced. There was a problem such as.

かといって、木質横架材の繊維の損傷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、木質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、補強プレートの補強効果を生かし切れず、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 fiber damage of the wooden horizontal member, bending stress and shear stress acting on the wooden horizontal member can be efficiently applied to the reinforcing plate. It was not possible to transmit well, the reinforcing effect of the reinforcing plate could not be fully utilized, and sufficient strength performance could not be ensured.

このため、木造建築物において有孔木質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 wooden horizontal member in a wooden building, there is a problem that the structural planning becomes complicated because it is necessary to plan the structure 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、この発明の補強構造は、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に対して、その木質横架材1の両側面2、2における貫通孔3周りに補強プレート5、5を夫々張り合わせたものであって、前記各補強プレート5、5は、前記貫通孔3に対応する開口8が形成された本体部6と、この本体部6の数カ所に設けた複数の係合部7・・とを備え、前記各係合部7・・を、前記貫通孔3の上側を避けるようにして、前記木質横架材1に対して曲げ応力及び/又は剪断応力が作用したときに引張力が発生し易い箇所となる前記貫通孔3を挟んだ左右両側及び前記貫通孔3の下側に対応して設け、前記各係合部7・・は、前記貫通孔3から放射状に延びる木質横架材1の亀裂発生部位20・・を挟むようにして前記木質横架材1の側面2に食い込む複数の爪11、11を有していることを特徴とする。 In order to solve the above-mentioned problem, the reinforcing structure of the present invention has a structure in which the through-hole 3 is formed between the opposing side surfaces 2 and 2, and both side surfaces 2 of the wooden horizontal member 1. 2, reinforcing plates 5 and 5 are bonded around the through hole 3, respectively, and each of the reinforcing plates 5 and 5 includes a main body portion 6 in which an opening 8 corresponding to the through hole 3 is formed, and the main body. A plurality of engaging portions 7 provided at several locations of the portion 6, and the respective engaging portions 7 .. are disposed on the wooden horizontal member 1 so as to avoid the upper side of the through hole 3. The engaging portions 7 are provided corresponding to the left and right sides of the through-hole 3 and the lower side of the through-hole 3 where the tensile force is likely to be generated when bending stress and / or shear stress is applied. ··· sandwiches the cracking site 20 ·· of the wooden horizontal member 1 extending radially from the through hole 3 Characterized in that it has a plurality of pawls 11, 11 bite into the side surface 2 of the wooden horizontal member 1 in the.

また、前記各係合部7・・を、前記本体部6を打ち抜き折曲加工することにより形成し、それら各係合部7・・における爪11、11のプレート面からの張り出し量Pを、5mm程度としている。 Further, each of the engaging portions 7 is formed by punching and bending the main body portion 6, and the amount of protrusion P from the plate surface of the claws 11 and 11 in each of the engaging portions 7 It is about 5 mm.

この発明の補強構造においては、木質横架材の両側面に補強プレートを張り合わせる際に、各係合部における例えば張り出し量が5mm程度の複数の爪を木質横架材の側面に食い込ませているので、補強プレートを止め付けるビス等の本数を少なくしても、木質横架材に作用する曲げ応力や剪断応力を複数の爪を介して補強プレートへ効率良く伝達することができる。しかも、各係合部の爪は、木質横架材の亀裂発生部位を挟むようにして木質横架材の側面に食い込むようになっているので、木質横架材における亀裂の発生や拡大を抑制することができる。   In the reinforcing structure according to the present invention, when reinforcing plates are attached to both side surfaces of a wooden horizontal member, a plurality of claws, for example, with a protruding amount of about 5 mm in each engaging portion, are bitten into the side surface of the wooden horizontal member. Therefore, even if the number of screws or the like for fixing the reinforcing plate is reduced, bending stress and shearing stress acting on the wooden horizontal member can be efficiently transmitted to the reinforcing plate via the plurality of claws. In addition, the claw of each engaging portion bites into the side surface of the wooden horizontal member so as to sandwich the crack occurrence site of the wooden horizontal member, thereby suppressing the occurrence and expansion of cracks in the wooden horizontal member. Can do.

これによって、木質横架材の繊維の損傷を少なくして木質横架材自体の強度低下を抑えながら、木質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よって確実に負担させ、しかも木質横架材の割れを抑制することができ、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強度性能を確保することができる。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。さらに、補強プレートを止め付けるビス等の本数が少なくなると、木質横架材への補強プレートの張り合わせ作業が簡単になり、施工性の向上も図ることができる。   As a result, both reinforcing plates reliably bear the bending and shear stress acting on the wooden horizontal member while reducing the strength of the wooden horizontal member itself and reducing the strength of the wooden horizontal member itself. The crack of the wooden horizontal member can be suppressed, and the strength performance equivalent to the non-porous horizontal member can be ensured despite the perforated horizontal member having the through holes. 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. Furthermore, when the number of screws or the like for fixing the reinforcing plate is reduced, the work of attaching the reinforcing plate to the wooden horizontal member becomes simple, and the workability can be improved.

また、木質横架材に対して曲げ応力及び/又は剪断応力が作用したときに引張力が発生し易い箇所に対応して各係合部を設けて、その引張力が発生し易い箇所に各係合部の爪を食い込ませることで、木質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より確実に伝達することができ、木質横架材の曲げ応力や剪断応力に対する耐力をより一層高めることができる。   In addition, each engaging portion is provided corresponding to a location where a tensile force is easily generated when bending stress and / or shear stress is applied to the wooden horizontal member, and each location where the tensile force is easily generated is provided. By engaging the claws of the engaging part, the bending stress and shear stress acting on the wooden horizontal member can be more reliably transmitted to the reinforcing plate, and the resistance of the wooden horizontal member to bending stress and shear stress can be increased. It can be further enhanced.

さらに、各係合部を打ち抜き折曲加工により形成することで、爪付きの補強プレートを簡単に製造することができ、製造コストの低減を図ることができる。   Furthermore, by forming each engaging portion by punching and bending, a reinforcing plate with claws can be easily manufactured, and the manufacturing cost 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及び2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 and 2 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、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3及び図4に示すように、鋼板製の略平板状の本体部6と、この本体部6の数カ所に設けた複数の係合部7・・とを備えている。   Reinforcing plates 5 and 5 are attached around the through holes 3 on both side surfaces 2 and 2 of the horizontal member 1, respectively. As shown in FIGS. 3 and 4, the reinforcing plate 5 includes a substantially flat plate-like main body portion 6 made of a steel plate and a plurality of engaging portions 7... Provided at several locations on the main body portion 6. .

本体部6は、横幅Wが340mm程度、高さHが175mm程度、厚さTが2mm〜3mm程度とされ、その略中央には、貫通孔3に対応する上方へ開放した略U字形の開口8が形成されている。なお、開口8の直径Lは、140mm程度とされている。   The main body 6 has a lateral width W of about 340 mm, a height H of about 175 mm, and a thickness T of about 2 mm to 3 mm, and a substantially U-shaped opening corresponding to the through hole 3 at the approximate center thereof. 8 is formed. The diameter L of the opening 8 is about 140 mm.

各係合部7・・は、本体部6を打ち抜き折曲加工することにより形成され、略円形の孔10周りに横架材1の側面2に食い込む2本の短尺な爪11、11を対向配置した形状となっている。すなわち、各係合部7・・は、図5に示すように、本体部6の数カ所を爪部分11a、11aを残して打ち抜いて、これら爪部分11a、11aを同じ方向に折り曲げることによって形成されている。これら各係合部7・・における爪11、11は、図6に示すように、プレート面からの張り出し量Pが5mm程度となっている。また、孔10の直径は30mm程度となっている。   Each engaging portion 7 is formed by punching and bending the main body portion 6 and opposes two short claws 11 and 11 that bite into the side surface 2 of the horizontal member 1 around the substantially circular hole 10. The shape is arranged. That is, as shown in FIG. 5, each engaging portion 7 is formed by punching several portions of the main body portion 6 leaving the claw portions 11a and 11a and bending the claw portions 11a and 11a in the same direction. ing. As shown in FIG. 6, the protrusions P from the plate surface of the claws 11, 11 in each of the engaging portions 7. The diameter of the hole 10 is about 30 mm.

これら係合部7・・は、図4に示すように、本体部6の開口8を挟んだ左右両側の16箇所、及び、開口8の下側の2箇所の合計18箇所に設けられている。具体的には、本体部6の開口8を挟んだ右側においては、幅方向に間隔をあけて2個、高さ方向に間隔をあけて4個の合計8個の係合部7・・が設けられ、本体部6の開口8を挟んだ左側においては、幅方向に間隔をあけて2個、高さ方向に間隔をあけて4個の合計8個の係合部7・・が設けられ、本体部6の開口8の下側においては、開口8の中心直下を避けるようにして幅方向に間隔をあけて2個設けられている。   As shown in FIG. 4, these engaging portions 7... Are provided at a total of 18 locations including 16 locations on the left and right sides sandwiching the opening 8 of the main body 6 and 2 locations below the opening 8. . Specifically, on the right side of the opening 8 of the main body 6, there are a total of eight engaging portions 7... With two in the width direction and four in the height direction. On the left side across the opening 8 of the main body 6, there are provided a total of eight engaging portions 7... With two in the width direction and four in the height direction. On the lower side of the opening 8 of the main body 6, two pieces are provided at intervals in the width direction so as to avoid a position directly below the center of the opening 8.

そして、本体部6の開口8を挟んだ右側の8個の係合部7・・のうち、最上部の2個の係合部7、7については、それら爪11、11が鉛直方向に対して左斜め45度の方向に対向配置され、残り6個の係合部7・・については、それら爪11、11が鉛直方向に対して右斜め45度の方向に対向配置されている。また、本体部6の開口8を挟んだ左側の8個の係合部7・・のうち、最上部の2個の係合部7、7については、それら爪11、11が鉛直方向に対して右斜め45度の方向に対向配置され、残り6個の係合部7・・については、それら爪11、11が鉛直方向に対して左斜め45度の方向に対向配置されている。本体部6の開口8の下側の2個の係合部7、7のうち、右側の係合部7については、その爪11、11が鉛直方向に対して右斜め75度の方向に対向配置され、左側の係合部7については、その爪11、11が鉛直方向に対して左斜め75度の方向に対向配置されている。   Of the eight engaging portions 7 on the right side across the opening 8 of the main body 6, the upper two engaging portions 7, 7 have their claws 11, 11 in the vertical direction. The remaining six engaging portions 7... Are opposed to each other in the direction of 45 degrees to the right with respect to the vertical direction. Of the eight engaging portions 7 on the left side across the opening 8 of the main body 6, the uppermost two engaging portions 7, 7 have their claws 11, 11 in the vertical direction. The claws 11 and 11 are arranged opposite to each other in the direction of 45 degrees to the left with respect to the vertical direction. Of the two engaging portions 7 and 7 below the opening 8 of the main body 6, the right engaging portion 7 has its claws 11 and 11 facing diagonally to the right at 75 degrees with respect to the vertical direction. The left engaging portion 7 is disposed so that its claws 11 and 11 are opposed to each other in a direction obliquely 75 degrees to the left with respect to the vertical direction.

また、上記の補強プレート5においては、本体部6の開口8を挟んだ右側の4箇所、本体部6の開口8を挟んだ左側の4箇所の合計8箇所にビス挿入用孔12・・が形成されている。これらビス挿入用孔12・・は、幅方向に間隔をあけて設けた係合部7、7間に形成されている。   Further, in the reinforcing plate 5, screw insertion holes 12... Are formed at a total of eight places, four on the right side across the opening 8 of the main body 6 and four on the left side across the opening 8 of the main body 6. Is formed. These screw insertion holes 12... Are formed between the engaging portions 7 provided at intervals in the width direction.

上記構成の補強プレート5の横架材1への張り合わせに際しては、補強プレート5の開口8を横架材1の貫通孔3に一致させるようにして、補強プレート5を横架材1の側面2に重ね合わせて、補強プレート5のビス挿通孔12・・に挿入した8本のビス15・・を横架材1の側面2にねじ込んで、補強プレート5の合計36本の短尺な爪11・・を横架材1の側面2に食い込ませるようにしている。従って、横架材1にねじ込むビス15・・の本数を、従来であれば30本〜60本程度のところを8本と少なくしても、横架材1に作用する曲げ応力や剪断応力を複数の爪11・・を介して補強プレート5へ効率良く伝達することができる。これにより、横架材1の繊維の損傷を少なくして、横架材1自体の強度低下を抑えながら、横架材1に作用する曲げ応力や剪断応力を補強プレート5によって確実に負担させることができる。なお、この補強プレート5の横架材1への張り合わせに際して、ビス15・・を使用する代わりに、ボルト及びナットを使用したり、接着剤によって横架材1の側面2に接着しても良い。   When the reinforcing plate 5 having the above structure is attached to the horizontal member 1, the reinforcing plate 5 is aligned with the through hole 3 of the horizontal member 1 so that the reinforcing plate 5 is aligned with the side surface 2 of the horizontal member 1. 8 screws 15... Inserted into the screw insertion holes 12... Of the reinforcing plate 5 are screwed into the side surface 2 of the horizontal member 1 so that a total of 36 short claws 11. -Is made to bite into the side surface 2 of the horizontal member 1. Therefore, even if the number of screws 15... Screwed into the horizontal member 1 is reduced to about eight in the conventional case of about 30 to 60, bending stress and shear stress acting on the horizontal member 1 are reduced. It can be efficiently transmitted to the reinforcing plate 5 through the plurality of claws 11. Accordingly, the reinforcing plate 5 reliably bears bending stress and shear stress acting on the horizontal member 1 while reducing damage to the fibers of the horizontal member 1 and suppressing a decrease in strength of the horizontal member 1 itself. Can do. When the reinforcing plate 5 is attached to the horizontal member 1, instead of using the screws 15..., Bolts and nuts may be used, or the side plate 2 of the horizontal member 1 may be bonded with an adhesive. .

図7は、横架材1に対して曲げ応力や剪断応力が作用したときの貫通孔3周りの亀裂発生部位20・・を示している。これら亀裂発生部位20・・は、貫通孔3を中心として貫通孔3から放射状に延びるように(貫通孔3の接線方向と略直交する方向に延びるように)して形成される。上記のように補強プレート5を横架材1に張り合わせた状態においては、図8に示すように、横架材1に食い込んだ各係合部7・・の爪11、11が貫通孔3のほぼ接線方向に対向して、横架材1の亀裂発生部位20・・を挟むように配置されており、これによって横架材1における亀裂の発生や拡大を抑制することができる。   FIG. 7 shows crack generation sites 20... Around the through-hole 3 when bending stress or shear stress is applied to the horizontal member 1. These crack generation sites 20... Are formed so as to extend radially from the through hole 3 around the through hole 3 (so as to extend in a direction substantially perpendicular to the tangential direction of the through hole 3). In the state where the reinforcing plate 5 is bonded to the horizontal member 1 as described above, the claws 11 of the engaging portions 7... It is arranged so as to be opposed substantially in the tangential direction so as to sandwich the crack occurrence site 20... Of the horizontal member 1, whereby the occurrence and expansion of cracks in the horizontal member 1 can be suppressed.

図9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箇所を示しており、図10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箇所を示している。すなわち、曲げ応力や剪断応力が作用したときの引張力が発生し易い箇所は、貫通孔3を挟んだ両側及び下側に主として位置している。上記のように補強プレート5を横架材1に張り合わせた状態においては、図11に示すように、各係合部7・・が横架材1の引張力が発生し易い箇所に対応して位置しており、この引張力が発生し易い箇所に食い込んだ爪11・・によって、横架材1に作用する曲げ応力や剪断応力を補強プレート5へ効率良く伝達することができるようになっている。   The range indicated by the fine dots in FIG. 9 indicates the portion where the tensile force is likely to be generated around the through-hole 3 of the horizontal member 1 when bending stress is applied, and the range indicated by the fine dots in FIG. The part which the tensile force in the through-hole 3 periphery of the horizontal member 1 when a stress acts is easy to generate | occur | produce is shown. That is, locations where tensile force is easily generated when bending stress or shear stress is applied are mainly located on both sides and the lower side of the through hole 3. In the state in which the reinforcing plate 5 is bonded to the horizontal member 1 as described above, as shown in FIG. 11, each engaging portion 7 .. corresponds to a place where the tensile force of the horizontal member 1 is easily generated. The nail | claw 11 ... which is located and bites into the place where this tensile force is easy to generate | occur | produce can come to transmit efficiently the bending stress and shear stress which act on the horizontal member 1 to the reinforcement plate 5. FIG. Yes.

図12は、別の実施形態に係る補強プレート30を示している。この補強プレート30においては、各係合部7・・が3本の爪11・・を有している。これら各係合部7・・における3本の爪11・・は、略円形の孔10周りに等間隔に配置されている。   FIG. 12 shows a reinforcing plate 30 according to another embodiment. In the reinforcing plate 30, each engaging portion 7 has three claws 11. The three claws 11... In each of the engaging portions 7... Are arranged at equal intervals around the substantially circular hole 10.

この補強プレート30を横架材1に張り合わせた状態においては、図13に示すように、横架材1に食い込んだ各係合部7・・の3本の爪11・・のうちの少なくとも2本の爪11、11が、横架材1の亀裂発生部位20・・を挟むように配置されており、これによって横架材1における亀裂の発生や拡大を抑制している。なお、その他の構成及び作用効果は、図3に示す補強プレート5の場合と同様であり、図12及び図13において補強プレート5と同様の機能を有する部材については同符号を付してある。   In a state in which the reinforcing plate 30 is bonded to the horizontal member 1, as shown in FIG. 13, at least two of the three claws 11 ··· of the respective engaging portions 7 ··· that bite into the horizontal member 1 are provided. The nail | claws 11 and 11 are arrange | positioned so that the crack generation | occurrence | production site | part 20 ... of the horizontal member 1 may be pinched | interposed, and the generation | occurrence | production and expansion of the crack in the horizontal member 1 are suppressed by this. In addition, the other structure and effect are the same as that of the case of the reinforcement plate 5 shown in FIG. 3, and the same code | symbol is attached | subjected about the member which has the function similar to the reinforcement plate 5 in FIG.12 and FIG.13.

図14及び図15は、さらに別の実施形態に係る補強プレート40、50を示している。上記の補強プレート5、30においては、横架材1に架け渡した根太等を回避するために高さを175mm程度に小さく抑えているが、これら補強プレート40、50においては、高さが220mm程度となっていて、その本体部41、51の略中央には、貫通孔3に対応する略円形の開口42、52が形成されている。   14 and 15 show reinforcing plates 40 and 50 according to still another embodiment. In the reinforcing plates 5 and 30 described above, the height is reduced to about 175 mm in order to avoid joists spanned over the horizontal member 1. However, in these reinforcing plates 40 and 50, the height is 220 mm. The substantially circular openings 42 and 52 corresponding to the through holes 3 are formed in the approximate center of the main body portions 41 and 51.

そして、本体部41、51の開口42、52を挟んだ左右両側の20箇所、及び、開口42、52の下側の2箇所の合計22箇所に係合部7・・が設けられている。具体的には、本体部41、51の開口42、52を挟んだ右側においては、幅方向に間隔をあけて2個、高さ方向に間隔をあけて5個の合計10個の係合部7・・が設けられ、本体部41、51の開口42、52を挟んだ左側においては、幅方向に間隔をあけて2個、高さ方向に間隔をあけて5個の合計10個の係合部7・・が設けられ、本体部41、51の開口42、52の下側においては、開口42、52の中心直下を避けるようにして幅方向に間隔をあけて2個設けられている。   And the engaging part 7 ... is provided in a total of 22 places, 20 places on both the left and right sides sandwiching the openings 42, 52 of the main bodies 41, 51 and two places below the openings 42, 52. Specifically, on the right side across the openings 42 and 52 of the main body portions 41 and 51, two engaging portions in the width direction and five engaging portions in the height direction, a total of ten engaging portions. 7 on the left side across the openings 42 and 52 of the main body portions 41 and 51, two in the width direction and five in the height direction and a total of ten units. Two joint portions 7 are provided below the openings 42 and 52 of the main body portions 41 and 51 so as to avoid a position directly below the centers of the openings 42 and 52 and are spaced apart in the width direction. .

また、補強プレート40、50においては、本体部41、51の開口42、52を挟んだ右側に4箇所、本体部41、51の開口42、52を挟んだ左側の4箇所、開口42、52の下側に1箇所の合計9箇所にビス挿入用孔12・・が形成されている。なお、その他の構成及び作用効果は、図3、図12に示す補強プレート5、30と同様であり、図14及び図15において補強プレート5、30と同様の機能を有する部材については同符号を付してある。   Further, in the reinforcing plates 40 and 50, four positions on the right side across the openings 42 and 52 of the main body portions 41 and 51, four positions on the left side across the openings 42 and 52 of the main body portions 41 and 51, and the openings 42 and 52. Screw insertion holes 12... Are formed in a total of nine locations, one on the lower side. Other configurations and operational effects are the same as those of the reinforcing plates 5 and 30 shown in FIGS. 3 and 12, and members having the same functions as those of the reinforcing plates 5 and 30 in FIGS. It is attached.

図16は、各種試験体に対して曲げ実験を行ったときの実験結果を示している。試験体としては、貫通孔を有しない欠損無の横架材であって無補強のもの「No1」、貫通孔3を有する欠損有の横架材1であって無補強のもの「No2」、貫通孔3を有する欠損有の横架材1であって上記補強プレート5、40(各係合部7・・に2本の爪11、11を有する)によって補強したもの「No3」、貫通孔3を有する欠損有の横架材1であって上記補強プレート30、50(各係合部7・・に3本の爪11・・を有する)によって補強したもの「No4」、貫通孔3を有する欠損有の横架材1であって従来のビス(33本〜62本程度)のみによって止め付ける補強プレートによって補強したもの「No5」が用意されている。   FIG. 16 shows experimental results when bending experiments were performed on various test specimens. As a test body, it is a defect-free horizontal member that does not have a through-hole and has no reinforcement "No1", a defect-free horizontal member 1 that has a through-hole 3 and has no reinforcement, "No2", “No3”, a through-hole, which is a horizontal member 1 having a through-hole 3 and reinforced by the reinforcing plates 5 and 40 (having two claws 11 and 11 at each engaging portion 7...) 3 is a horizontal member 1 having a defect and is reinforced by the reinforcing plates 30 and 50 (having three claws 11... In each engaging portion 7. “No5” is prepared which is a horizontal member 1 having defects and reinforced by a reinforcing plate that is fastened only by conventional screws (about 33 to 62).

実験結果としては、「No1」の試験体では亀裂が生じたときの最大荷重が120kN〜130kN、「No2」の試験体では亀裂が生じたときの最大荷重が85kN〜100kN、「No3」の試験体では亀裂が生じたときの最大荷重が110kN〜130kN、「No4」の試験体では亀裂が生じたときの最大荷重が115kN〜140kN、「No5」の試験体では亀裂が生じたときの最大荷重が95kN〜105kNであった。この実験結果から明らかなように、断面欠損率が40%と非常に大きな貫通孔3を有する横架材1であっても、上記の補強プレート5、30、40、50を張り合わせて補強することで、貫通孔を有しない欠損無の横架材と同等の曲げ強度を維持することができ、これによって有孔横架材1であっても無孔横架材と同様に扱うことが可能となる。   As a result of the experiment, the test No. 1 has a maximum load of 120 kN to 130 kN when a crack occurs, and the test No. 2 has a maximum load of 85 kN to 100 kN and a test of “No 3”. The maximum load when a crack occurs in a body is 110 kN to 130 kN, the maximum load when a crack occurs in a "No4" test body is 115 kN to 140 kN, and the maximum load when a crack occurs in a "No5" test body Was 95 kN to 105 kN. As is clear from the experimental results, even the horizontal member 1 having a very large through hole 3 with a cross-sectional defect rate of 40%, the above reinforcing plates 5, 30, 40, 50 are bonded together to be reinforced. Therefore, it is possible to maintain a bending strength equivalent to that of a non-destructive horizontal member having no through-hole, and thus it is possible to handle the perforated horizontal member 1 in the same manner as the non-porous horizontal member. Become.

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 one Embodiment of this invention. 同じくその斜視図である。It is the perspective view similarly. 補強プレートの斜視図である。It is a perspective view of a reinforcement plate. 補強プレートの正面図である。It is a front view of a reinforcement plate. 補強プレートの本体部の打ち抜き状態を示す図である。It is a figure which shows the punching state of the main-body part of a reinforcement plate. 補強プレートの係合部周りの縦断面図である。It is a longitudinal cross-sectional view around the engaging part of a reinforcement plate. 横架材の亀裂発生部位を示す正面図である。It is a front view which shows the crack generation | occurrence | production site | part of a horizontal member. 横架材の亀裂発生部位と補強プレートの爪との位置関係を示す正面図である。It is a front view which shows the positional relationship of the crack generation | occurrence | production site | part of a horizontal member, and the nail | claw of a reinforcement plate. 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箇所を示す正面図である。It is a front view which shows the location where the tensile force in the periphery of 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箇所を示す正面図である。It is a front view which shows the location where the tensile force in the periphery of the through-hole of a horizontal member when a shear stress acts is easy to generate | occur | produce. 横架材の引張力が発生し易い箇所と補強プレートの係合部との位置関係を示す正面図である。It is a front view which shows the positional relationship of the location where the tensile force of a horizontal member tends to generate | occur | produce, and the engaging part of a reinforcement plate. 別の実施形態に係る補強プレートの正面図である。It is a front view of the reinforcement plate which concerns on another embodiment. 横架材の亀裂発生部位と補強プレートの爪との位置関係を示す正面図である。It is a front view which shows the positional relationship of the crack generation | occurrence | production site | part of a horizontal member, and the nail | claw of a reinforcement plate. さらに別の実施形態に係る補強プレート(2本爪)の正面図である。It is a front view of the reinforcement plate (two claws) which concerns on another embodiment. さらに別の実施形態に係る補強プレート(3本爪)の正面図である。It is a front view of the reinforcement plate (three claws) which concerns on another embodiment. 曲げ実験を行ったときの実験結果を示す図である。It is a figure which shows the experimental result when performing a bending experiment.

符号の説明Explanation of symbols

1・・木質横架材、2・・側面、3・・貫通孔、5、30、40、50・・補強プレート、6、41、51・・本体部、7・・係合部、8、42、52・・開口、11・・爪、20・・亀裂発生部位、P・・張り出し量   1 .. Wooden horizontal member 2 .. Side surface 3 .. Through hole 5, 30, 40, 50 .. Reinforcement plate, 6, 41, 51 .. Main body part 7 .. Engagement part 8, 42, 52 ... Opening, 11 ... Nail, 20 ... Crack generation site, P ... Overhang amount

Claims (2)

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)に対して、その木質横架材(1)の両側面(2)(2)における貫通孔(3)周りに補強プレート(5)(5)を夫々張り合わせた補強構造であって、前記各補強プレート(5)(5)は、前記貫通孔(3)に対応する開口(8)が形成された本体部(6)と、この本体部(6)の数カ所に設けた複数の係合部(7・・)とを備え、前記各係合部(7・・)を、前記貫通孔(3)の上側を避けるようにして、前記木質横架材(1)に対して曲げ応力及び/又は剪断応力が作用したときに引張力が発生し易い箇所となる前記貫通孔(3)を挟んだ左右両側及び前記貫通孔(3)の下側に対応して設け、前記各係合部(7・・)は、前記貫通孔(3)から放射状に延びる木質横架材(1)の亀裂発生部位(20・・)を挟むようにして前記木質横架材(1)の側面(2)に食い込む複数の爪(11)(11)を有していることを特徴とする木質横架材の補強構造。 For the wooden horizontal member (1) in which the through hole (3) is formed between the opposite side surfaces (2) and (2), on both side surfaces (2) and (2) of the wooden horizontal member (1) Reinforcing structure in which reinforcing plates (5) and (5) are bonded to each other around the through hole (3), and each of the reinforcing plates (5) and (5) has an opening (8) corresponding to the through hole (3). And a plurality of engaging portions (7...) Provided at several places on the main body portion (6), each of the engaging portions (7. The through-hole (3) which becomes a place where a tensile force is easily generated when bending stress and / or shear stress is applied to the wooden horizontal member (1) so as to avoid the upper side of the hole (3) the provided corresponding to the lower right and left sides and the through hole (3) sandwiched, each of the engaging portions (7 ...) are extended radially from the through hole (3) The wooden horizontal member so as to sandwich the cracking sites (1) (20 ...) has a pawl (11) (11) a plurality of biting into the side (2) of the wooden horizontal member (1) that Reinforced structure of wooden horizontal material characterized by 前記各係合部(7・・)を、前記本体部(6)を打ち抜き折曲加工することにより形成し、それら各係合部(7・・)における爪(11)(11)のプレート面からの張り出し量(P)を、5mm程度とした請求項1記載の木質横架材の補強構造。 The respective engaging portions (7...) Are formed by punching and bending the main body portion (6), and the plate surfaces of the claws (11) (11) in the respective engaging portions (7. The reinforcing structure for a wooden horizontal member according to claim 1 , wherein the amount of protrusion (P) from the base is about 5 mm .
JP2007105193A 2007-04-12 2007-04-12 Reinforced structure of wooden horizontal members Active JP5239199B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2007105193A JP5239199B2 (en) 2007-04-12 2007-04-12 Reinforced structure of wooden horizontal members

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2007105193A JP5239199B2 (en) 2007-04-12 2007-04-12 Reinforced structure of wooden horizontal members

Publications (2)

Publication Number Publication Date
JP2008261161A JP2008261161A (en) 2008-10-30
JP5239199B2 true JP5239199B2 (en) 2013-07-17

Family

ID=39983839

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2007105193A Active JP5239199B2 (en) 2007-04-12 2007-04-12 Reinforced structure of wooden horizontal members

Country Status (1)

Country Link
JP (1) JP5239199B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2477288A (en) * 2010-01-27 2011-08-03 Illinois Tool Works Reinforcement plate for weakened joist
KR102255153B1 (en) * 2019-09-06 2021-05-24 주식회사 엘에이치수지기공 Apparatus for preventing plastering of flooring from cracking

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5569508U (en) * 1978-11-01 1980-05-13
JPH1181468A (en) * 1997-09-12 1999-03-26 Sugano:Kk Perforated part strength maintaining metal for beam/ girder in wooden building
JP2003176601A (en) * 2001-12-10 2003-06-27 Sekisui House Ltd Reinforcing structure of beam
JP4274527B2 (en) * 2003-04-23 2009-06-10 株式会社エヌ・シー・エヌ Reinforced structure of wooden horizontal members

Also Published As

Publication number Publication date
JP2008261161A (en) 2008-10-30

Similar Documents

Publication Publication Date Title
JP4078367B2 (en) Cable-stayed cable fixing structure
JP4710067B2 (en) Beam-column joint structure
JP7187188B2 (en) Joint structure of wooden shaft members
JP2017020211A (en) Box type hardware
JP5239199B2 (en) Reinforced structure of wooden horizontal members
JP5267805B2 (en) Crimp connection method through bridge cross beams
JP2012149464A (en) Rigid junction structure of modified column and beam of laminated lumber
JP5841887B2 (en) Column base pin structure
JP7295385B2 (en) junction structure
JP2019065482A (en) Wooden bearing wall
JP4700419B2 (en) Brace mounting structure
JP6934285B2 (en) Wooden column beam joint structure
JP7394037B2 (en) Beam member
JP2018204397A (en) Wood-steel hybrid structure and method for constructing the same
JP2019027022A (en) Reinforcing structure of horizontal member
JP2007239270A (en) Pc box girder bridge
JP6224420B2 (en) Connection structure between CFT column and concrete bottom slab
JP4260736B2 (en) Steel house bearing wall structure
JP4797871B2 (en) Reinforced structure of wooden horizontal members
JP4604095B2 (en) Reinforcement beams, unit buildings, and construction methods for unit buildings
JP2007191961A (en) Reinforced structure of slab in existing building
JP4290634B2 (en) Reinforcing method and reinforcing device for reinforced concrete bar member
JP2012122261A (en) Joint metal for wooden structure
JP7222825B2 (en) Wooden building structural frame and joint members
KR20100122702A (en) A device for coupling beam on column

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20090908

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20120313

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20120510

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20130305

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20130318

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20160412

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Ref document number: 5239199

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250