JP2018003351A - Reinforcement structure for building - Google Patents

Reinforcement structure for building Download PDF

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JP2018003351A
JP2018003351A JP2016128757A JP2016128757A JP2018003351A JP 2018003351 A JP2018003351 A JP 2018003351A JP 2016128757 A JP2016128757 A JP 2016128757A JP 2016128757 A JP2016128757 A JP 2016128757A JP 2018003351 A JP2018003351 A JP 2018003351A
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metal
plate member
lower plate
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plane
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泰久 志築
Yasuhisa Shizuki
泰久 志築
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Abstract

PROBLEM TO BE SOLVED: To provide a reinforcement structure for a building fitted on a groundsill provided or formed on a foundation, which can offer high accuracy, durability against deformation, and high strength as a part of the building structure.SOLUTION: A reinforcement body 10 for a building is fitted vertically on a groundsill 12 provided on a foundation 11 of a building or formed on the foundation 11 thereof, and includes: a metallic lower plate member 13 fixed on the groundsill 12; long first and second metallic square members 14, 15 erected at least on both edge parts of the metallic lower plate member 13; a metallic upper plate member 16 connecting top ends of the first and the second metallic square members 14, 15; and intermediate horizontal members 17, 18 for connecting intermediate positions of the first and the second metallic square members 14, 15 to each other. A top surface 22 and an undersurface 22a of the metallic upper plate member 16 are machined to form parallel surfaces to a bottom surface 21 of the metallic lower plate member 13. Furthermore, bolt insertion holes 23, 24 are formed on the metallic lower plate member 13 and the metallic upper plate member 16.SELECTED DRAWING: Figure 1

Description

本発明は、家屋、事務所、店舗、工場等の建物を建てる際に、建物の基礎上に設けられた土台又は基礎上に形成された土台に取付けられて建物構造体の一部となる建築物補強体に関する。 The present invention, when building a building such as a house, office, store, factory, etc., is a building that is attached to a foundation provided on the foundation of the building or a foundation formed on the foundation and becomes a part of the building structure It relates to a reinforcement object.

従来、鉄骨を用いた家の構築方法として、下端に基礎と連結するための取付板が、上端に梁材と連結するための取付板がそれぞれ設けられた2.3〜3.5mの対向する角パイプの上下及び中間部を、角型部材からなる水平部材及び補強となる斜め部材によって片側面が同一平面上に位置するように連結した平面基材と、下端に基礎と連結するための取付板が、上端に梁材と連結するための取付板がそれぞれ設けられた2.3〜3.5mの3本の柱となる角パイプの上下及び中間部を角型部材からなる水平部材及び補強となる斜め部材によって、平面視して直角に曲がり、しかも外側面が同一平面上に位置するように連結した直角基材とを規格化して予め製造しておき、直角基材を構築しようとする家の角部に、平面基材を家の平面部あるいは仕切り部に配置し、下部は基礎によって連結すると共に、上部は、梁材によって連結することによって家全体としての軸組みを形成することが開示されている(例えば、特許文献1参照)。 Conventionally, as a method of building a house using a steel frame, a mounting plate for connecting to the foundation is provided at the lower end, and a mounting plate for connecting to the beam material is provided at the upper end. A flat base material in which the upper and lower sides and the middle part of the square pipe are connected so that one side surface is located on the same plane by a horizontal member made of a square member and a reinforcing oblique member, and an attachment for connecting the base to the lower end A horizontal member made of a square member and a reinforcement at the upper and lower and middle parts of a square pipe that becomes three pillars of 2.3 to 3.5 m each provided with an attachment plate for connecting the plate with a beam member at the upper end. It is intended to construct a right-angle base material in advance by standardizing and manufacturing a right-angle base material that is bent at a right angle in plan view and connected so that the outer surface is located on the same plane. In the corner of the house, place the flat substrate on the flat part of the house Place the partition portion, the lower portion connected by underlying, upper is disclosed to form a shaft set as a whole house by coupling the beam member (e.g., see Patent Document 1).

特許第2121986号公報Japanese Patent No. 2121986

しかしながら、特許文献1に記載された平面基材と直角基材では、対向する角パイプの上端と下端にそれぞれ設けられた取付板は互いに連結した状態になっておらず、対向する角パイプの両端側は変形に対する抵抗性が低いという問題を有している。また、対向する各パイプ間に補強用の斜め部材を配置しているため、平面基材と直角基材の内側に開口部を設けることができず、使用に制約が生じるという問題も生じる。
また、直角基材には、直角角部に位置する角パイプと、その両側にそれぞれ配置される角パイプとを連結する水平部材同士のなす角度を90度に維持する機構が存在していないため、直角基材に基づいて角部の軸組みを形成することはできず、軸組みの角部の精度は、従来と同様、家全体の軸組みを形成する過程で決定されることになる。更に、直角基材を使用して軸組みを形成しても、軸組みの角部の変形を防止できるという特段の効果は期待できない。
However, in the flat base material and the right-angle base material described in Patent Document 1, the mounting plates provided at the upper end and the lower end of the opposing square pipe are not connected to each other, and both ends of the opposing square pipe are not connected. The side has the problem of low resistance to deformation. Moreover, since the reinforcement diagonal member is arrange | positioned between each opposing pipe, an opening part cannot be provided inside a plane base material and a right-angle base material, and the problem that a use arises also arises.
In addition, the right-angle base material does not have a mechanism for maintaining the angle formed by the horizontal members connecting the square pipes positioned at the right-angle corners and the square pipes arranged on both sides thereof at 90 degrees. The corner shafts cannot be formed based on the right-angle base material, and the accuracy of the corners of the shafts is determined in the process of forming the shafts of the entire house as in the prior art. Further, even if a shaft assembly is formed using a right-angle base material, a special effect that the deformation of the corner portion of the shaft assembly can be prevented.

本発明はかかる事情に鑑みてなされたもので、建物の基礎上に設けられた又は基礎上に形成された土台に取付けられて、建物構造体の高精度化、耐変形性の向上、高強度化を図ることが可能な建築物補強体を提供することを目的とする。 The present invention has been made in view of such circumstances, and is attached to a foundation provided on a foundation of a building or formed on the foundation, thereby improving the accuracy of the building structure, improving the deformation resistance, and increasing the strength. An object of the present invention is to provide a building reinforcement body that can be simplified.

前記目的に沿う第1の発明に係る建築物補強体は、建物の基礎上に設けられた又は前記基礎上に形成された土台に垂直に取付けられる建築物補強体であって、
前記土台に固定される金属製下板部材と、
前記金属製下板部材の少なくとも両端部に立設された長尺の第1、第2の金属製角形部材と、
前記第1、第2の金属製角形部材の上端を連結する金属製上板部材と、
前記第1、第2の金属製角形部材の中間位置同士を連結する中間水平部材とを有し、
前記金属製上板部材の上面及び下面は機械加工されて前記金属製下板部材の底面に対して平行面となっており、しかも、前記金属製下板部材と前記金属製上板部材にはボルト挿通孔が設けられている。
ここで、「建物の基礎上に設けられた土台」とは、土台が基礎と別体となっている場合をいい、「基礎上に形成された土台」とは、基礎の上部が土台となっている場合をいう。
A building reinforcement body according to the first invention that meets the above-mentioned object is a building reinforcement body that is provided on a foundation of a building or that is vertically attached to a foundation formed on the foundation,
A metal lower plate member fixed to the base;
A long first and second metal square member erected on at least both ends of the metal lower plate member;
A metal upper plate member connecting the upper ends of the first and second metal square members;
An intermediate horizontal member connecting intermediate positions of the first and second metal square members;
The upper and lower surfaces of the metal upper plate member are machined to be parallel to the bottom surface of the metal lower plate member, and the metal lower plate member and the metal upper plate member include Bolt insertion holes are provided.
Here, “the foundation provided on the foundation of the building” means that the foundation is separate from the foundation, and “the foundation formed on the foundation” means that the upper part of the foundation is the foundation. If you are.

前記目的に沿う第2の発明に係る建築物補強体は、角部を有する建物の基礎上に設けられた、又は前記基礎上に形成された土台に固定される平面視してL字状の金属製下板部材と、
前記金属製下板部材の角部、及び該金属製下板部材の少なくとも両端部にそれぞれ立設された第1〜第3の金属製角形部材と、
前記第1〜第3の金属製角形部材の上端を連結する平面視してL字状の金属製上板部材と、
前記第1、第2の金属製角形部材の中間位置同士を連結する第1の中間水平部材と、
前記第1、第3の金属製角形部材の中間位置同士を連結する第2の中間水平部材と、
前記金属製上板部材及び前記金属製下板部材の角部の内側にそれぞれ設けられ、該各角部の変形を防止する上、下変形防止金物部材とを有し、
前記金属製上板部材の上面及び下面は機械加工されて前記金属製下板部材の底面に対して平行面となっており、しかも、前記金属製下板部材と前記金属製上板部材にはボルト挿通孔が設けられている。
ここで、「建物の基礎上に設けられた土台」とは、土台が基礎と別体となっている場合をいい、「基礎上に形成された土台」とは、基礎の上部が土台となっている場合をいう。
The building reinforcement body according to the second invention that meets the above-mentioned object is L-shaped in plan view provided on the foundation of a building having corners or fixed to a foundation formed on the foundation. A metal lower plate member,
Corners of the metal lower plate member, and first to third metal square members respectively erected on at least both ends of the metal lower plate member;
An L-shaped metal upper plate member in plan view connecting the upper ends of the first to third metal square members;
A first intermediate horizontal member connecting intermediate positions of the first and second metal square members;
A second intermediate horizontal member connecting intermediate positions of the first and third metal square members;
The metal upper plate member and the metal lower plate member are respectively provided on the inner sides of the corners, and on top of preventing deformation of the respective corners, the lower deformation prevention hardware member,
The upper and lower surfaces of the metal upper plate member are machined to be parallel to the bottom surface of the metal lower plate member, and the metal lower plate member and the metal upper plate member include Bolt insertion holes are provided.
Here, “the foundation provided on the foundation of the building” means that the foundation is separate from the foundation, and “the foundation formed on the foundation” means that the upper part of the foundation is the foundation. If you are.

第1、第2の発明に係る建築物補強体においては、金属製上板部材の上面及び下面は金属製下板部材の底面に対して平行面となっており、しかも、金属製下板部材と金属製上板部材にはボルト挿通孔が設けられているので、金属製下板部材をボルト挿通孔を介して基礎に配設したボルトで土台に固定すると、金属製上板部材の上面にボルト挿通孔を介してボルトで固定される桁又は梁は土台に対して平行になる。このため、建物の骨組み構造を建築物補強体を用いることにより、土台上に効率的かつ高精度で形成することが可能になる。 In the building reinforcement body according to the first and second inventions, the upper surface and the lower surface of the metal upper plate member are parallel to the bottom surface of the metal lower plate member, and the metal lower plate member Since the metal upper plate member is provided with a bolt insertion hole, when the metal lower plate member is fixed to the base with a bolt arranged on the foundation through the bolt insertion hole, the upper surface of the metal upper plate member A girder or beam fixed by a bolt through the bolt insertion hole is parallel to the base. For this reason, it becomes possible to form the frame structure of a building on a foundation efficiently and with high precision by using a building reinforcement.

また、第1の発明に係る建築物補強体では、金属製下板部材の両端部に少なくとも第1、第2の金属製角形部材が立設され、第1、第2の金属製角形部材の上端が金属製上板部材で連結され、更に、第1、第2の金属製角形部材の中間位置同士が中間水平部材で連結されているため、金属製下板部材、第1、第2の金属製角形部材、金属製上板部材、及び中間水平部材は相互に拘束されることになり、第2の発明に係る建築物補強体では、金属製下板部材の角部、及び金属製下板部材の少なくとも両端部にそれぞれ第1〜第3の金属製角形部材が立設され、第1〜第3の金属製角形部材の上端が金属製上板部材で連結され、第1、第2の金属製角形部材の中間位置同士が第1の中間水平部材で連結され、更に、第1、第3の金属製角形部材の中間位置同士が第2の中間水平部材で連結されているため、金属製下板部材、第1〜第3の金属製角形部材、金属製上板部材、第1の中間水平部材、及び第2の中間水平部材は相互に拘束されることになる。このため、第1、第2の発明に係る建築物補強体を用いることにより、建物の骨組み構造の変形抵抗性を向上させることができ、例えば、耐震性に優れた建物を構築することが可能になる。 In the building reinforcing body according to the first invention, at least first and second metal square members are erected at both ends of the metal lower plate member, and the first and second metal square members are provided. Since the upper ends are connected by a metal upper plate member, and the intermediate positions of the first and second metal square members are connected by an intermediate horizontal member, the metal lower plate member, the first and second metal members are connected. The metal square member, the metal upper plate member, and the intermediate horizontal member are bound to each other. In the building reinforcing body according to the second invention, the corner portion of the metal lower plate member, and the metal lower member First to third metal square members are respectively erected on at least both ends of the plate member, and upper ends of the first to third metal square members are connected by a metal upper plate member. The intermediate positions of the metal square members are connected by the first intermediate horizontal member, and further, the first and third metal square members are connected. Since the interpositions are connected by the second intermediate horizontal member, the metal lower plate member, the first to third metal square members, the metal upper plate member, the first intermediate horizontal member, and the second These intermediate horizontal members are bound to each other. For this reason, by using the building reinforcing body according to the first and second inventions, it is possible to improve the deformation resistance of the frame structure of the building, for example, it is possible to construct a building having excellent earthquake resistance become.

本発明の第1の実施の形態に係る建築物補強体の斜視図である。It is a perspective view of the building reinforcement body which concerns on the 1st Embodiment of this invention. 同建築物補強体の正面図である。It is a front view of the same building reinforcement. 同建築物補強体の各構成部材の外側面及び内側面の位置関係を説明する斜視図である。It is a perspective view explaining the positional relationship of the outer surface and inner surface of each structural member of the same building reinforcement. 本発明の第2の実施の形態に係る建築物補強体の斜視図である。It is a perspective view of the building reinforcement body which concerns on the 2nd Embodiment of this invention. (A)は同建築物補強体の正面図、(B)は側面図である。(A) is a front view of the building reinforcement body, and (B) is a side view. 同建築物補強体の各構成部材の外側面及び内側面の位置関係を説明する斜視図である。It is a perspective view explaining the positional relationship of the outer surface and inner surface of each structural member of the same building reinforcement. 本発明の第3の実施の形態に係る建築物補強体の側面図である。It is a side view of the building reinforcement body which concerns on the 3rd Embodiment of this invention. 同建築物補強体の正面図である。It is a front view of the same building reinforcement. 同建築物補強体の平面図である。It is a top view of the same building reinforcement. 同建築物補強体の底面図である。It is a bottom view of the same building reinforcement.

続いて、添付した図面を参照しつつ、本発明を具体化した実施の形態につき説明し、本発明の理解に供する。
図1、図2に示すように、本発明の第1の実施の形態に係る建築物補強体10は、建物の基礎11上に設けられた土台12の角部及び交差部を除いた直線部に垂直に取付けられるものである。そして、建築物補強体10は、土台12に固定される金属製下板部材13と、金属製下板部材13の両端部に垂直に立設された長尺の第1、第2の金属製角形部材の一例である第1、第2の角パイプ14、15と、第1、第2の角パイプ14、15の上端を連結する金属製上板部材16と、第1、第2の角パイプ14、15の長さ方向の、例えば、2か所の中間位置同士を連結する中間水平部材17、18とを有している。
ここで、金属製下板部材13と金属製上板部材16の厚さの範囲は10〜15mm、例えば、12mmである。また、第1、第2の角パイプ14、15、中間水平部材17、18として使用する角パイプの断面は、厚さの範囲が3〜5mm、例えば、3.2mmで、一辺の長さが80〜150mm、例えば、100mmの正方形状である。なお、第1、第2の角パイプ14、15の長さは、建物の高さに応じて設定する。
Next, embodiments of the present invention will be described with reference to the accompanying drawings for understanding of the present invention.
As shown in FIGS. 1 and 2, the building reinforcing body 10 according to the first embodiment of the present invention is a straight portion excluding corners and intersections of the base 12 provided on the foundation 11 of the building. It can be installed vertically. The building reinforcing body 10 is made of a metal lower plate member 13 fixed to the base 12 and long first and second metal members vertically erected on both ends of the metal lower plate member 13. First and second square pipes 14 and 15, which are examples of square members, a metal upper plate member 16 connecting the upper ends of the first and second square pipes 14 and 15, and first and second corners For example, there are intermediate horizontal members 17 and 18 for connecting two intermediate positions in the length direction of the pipes 14 and 15, for example.
Here, the thickness range of the metal lower plate member 13 and the metal upper plate member 16 is 10 to 15 mm, for example, 12 mm. Further, the cross section of the square pipe used as the first and second square pipes 14 and 15 and the intermediate horizontal members 17 and 18 has a thickness range of 3 to 5 mm, for example, 3.2 mm, and a length of one side. 80-150 mm, for example, 100 mm square shape. In addition, the length of the 1st, 2nd square pipes 14 and 15 is set according to the height of a building.

また、建築物補強体10の第1、第2の角パイプ14、15の下端側には、底面が金属製下板部材13の上面に、両端が第1、第2の角パイプ14、15の対向する横内面29、34の下端側にそれぞれ固着された金属製下補強板部材19が設けられている。更に、第1、第2の角パイプ14、15の上端側には、上面が金属製上板部材16の下面22aに、両端が第1、第2の角パイプ14、15の対向する横内面29、34の上端側にそれぞれ固着された金属製上補強板部材20が設けられている。そして、金属製下板部材13、金属製上板部材16には、長手方向に沿って複数のボルト挿通孔23、24(例えば、内径が10〜20mmの筒状貫通孔)が設けられ、金属製下補強板部材19、金属製上補強板部材20には、長手方向に沿って複数のボルト挿通孔25、26(内径が5〜15mm、例えば、8mmのねじ(タップ)孔)が設けられている。 Further, at the lower end side of the first and second square pipes 14 and 15 of the building reinforcing body 10, the bottom surface is the upper surface of the metal lower plate member 13, and both ends are the first and second square pipes 14 and 15. A metal lower reinforcing plate member 19 fixed to the lower end side of each of the opposing lateral inner surfaces 29 and 34 is provided. Further, on the upper end side of the first and second square pipes 14 and 15, the upper surface is the lower surface 22 a of the metal upper plate member 16, and both ends are the lateral inner surfaces facing the first and second square pipes 14 and 15. Metal upper reinforcing plate members 20 fixed to the upper end sides of 29 and 34 are provided. The metal lower plate member 13 and the metal upper plate member 16 are provided with a plurality of bolt insertion holes 23 and 24 (for example, cylindrical through holes having an inner diameter of 10 to 20 mm) along the longitudinal direction. The lower reinforcing plate member 19 and the metal upper reinforcing plate member 20 are provided with a plurality of bolt insertion holes 25 and 26 (screw (tap) holes having an inner diameter of 5 to 15 mm, for example, 8 mm) along the longitudinal direction. ing.

ここで、建築物補強体10の金属製下板部材13の底面21は機械加工されて平面が維持されているので、基礎11に予め取付けられ、土台12を貫通した各ボルト(図示せず)の先側が、更に金属製下板部材13のボルト挿通孔23を貫通するように金属製下板部材13を土台12に載置すると、金属製下板部材13から上方に突出した各ボルトの先側にナットを螺合させることにより、土台12を介して基礎11上に建築物補強体10を垂直に固定することが可能になる。 Here, since the bottom surface 21 of the metal lower plate member 13 of the building reinforcing body 10 is machined to maintain a flat surface, each bolt (not shown) that is attached in advance to the foundation 11 and penetrates the base 12. When the metal lower plate member 13 is placed on the base 12 so that the front side of the metal plate further penetrates the bolt insertion hole 23 of the metal lower plate member 13, the tip of each bolt protruding upward from the metal lower plate member 13 By screwing the nut to the side, the building reinforcing body 10 can be fixed vertically on the foundation 11 via the base 12.

また、建築物補強体10の金属製上板部材16の上面22及び下面22aは機械加工されて金属製下板部材13の底面21に対して平行面となっている。このため、金属製下板部材13の両端部に垂直に立設された長尺の第1、第2の角パイプ14、15の上端と金属製上板部材16を連結した際、第1、第2の角パイプ14、15の軸心に対して金属製上板部材16を容易に直交状態にすることができ、金属製下板部材13に対して金属製上板部材16を平行にすることができる。これにより、金属製上板部材16の上面22に桁又は梁を構成する構造部材27を載置して固定すると、構造部材27を土台12に対して平行に支持することが可能になる。その結果、基礎11上に、土台12を介して建物の骨組み構造を、建築物補強体10を用いることにより効率的かつ高精度で形成することが可能になる。
なお、金属製上板部材16に対する構造部材27の固定は、構造部材27に予め設けておいた複数の貫通孔(図示せず)と金属製上板部材16に設けた複数のボルト挿通孔24の位置合わせを行ってボルト(図示せず)を構造部材27の貫通孔に挿入し、ボルト挿通孔24から突出したボルトの先側にナットを螺合させることにより行うことができる。
Further, the upper surface 22 and the lower surface 22 a of the metal upper plate member 16 of the building reinforcing body 10 are machined to be parallel to the bottom surface 21 of the metal lower plate member 13. For this reason, when the upper ends of the long first and second square pipes 14 and 15 erected vertically at both ends of the metal lower plate member 13 and the metal upper plate member 16 are connected, The metal upper plate member 16 can be easily orthogonal to the axis of the second square pipes 14 and 15, and the metal upper plate member 16 is parallel to the metal lower plate member 13. be able to. As a result, when the structural member 27 constituting a girder or beam is placed and fixed on the upper surface 22 of the metal upper plate member 16, the structural member 27 can be supported in parallel to the base 12. As a result, the framework structure of the building can be efficiently and highly accurately formed on the foundation 11 through the base 12 by using the building reinforcement body 10.
The structural member 27 is fixed to the metal upper plate member 16 with a plurality of through holes (not shown) provided in advance in the structural member 27 and a plurality of bolt insertion holes 24 provided in the metal upper plate member 16. The bolt (not shown) is inserted into the through hole of the structural member 27 and the nut is screwed onto the front side of the bolt protruding from the bolt insertion hole 24.

図3に示すように、建築物補強体10において、中間水平部材17、18は角パイプ(角形状の一例)であって、金属製上板部材16の外側面P1、金属製下板部材13の外側面P2、第1の角パイプ14の外側面P3、第2の角パイプ15の外側面P4、中間水平部材17の外側面P5、及び中間水平部材18の外側面P6は平面P上にある。このため、平面Pを建物外装材を取付ける際の基準面とすることができ、建物外装材の取付けを効率的に行うことが可能になる。
一方、金属製上板部材16の内側面Q1、金属製下板部材13の内側面Q2、第1の角パイプ14の内側面Q3、第2の角パイプ15の内側面Q4、中間水平部材17の内側面Q5、及び中間水平部材18の内側面Q6は平面Q上にある。このため、平面Qを建物内装材を取付ける際の基準面とすることができ、建物内装材の取付けを効率的に行うことが可能になる。
なお、金属製下補強板部材19と金属製上補強板部材20は、金属製下補強板部材19の内側面Q7及び金属製上補強板部材20の内側面Q8のいずれか一方又は双方が平面Q上に存在するように取付けることができる。
また、中間水平部材17、18を上下方向に間隔を設けて平行に配置したが、第1、第2の角パイプ14、15の長さ方向の、例えば、1か所の中間位置同士を、又は3か所以上の中間位置同士を連結するように配置してもよい。
As shown in FIG. 3, in the building reinforcing body 10, the intermediate horizontal members 17 and 18 are square pipes (an example of a square shape), and the outer surface P <b> 1 of the metal upper plate member 16 and the metal lower plate member 13. The outer surface P2, the outer surface P3 of the first square pipe 14, the outer surface P4 of the second square pipe 15, the outer surface P5 of the intermediate horizontal member 17, and the outer surface P6 of the intermediate horizontal member 18 are on the plane P. is there. For this reason, the plane P can be used as a reference plane for attaching the building exterior material, and the building exterior material can be efficiently attached.
On the other hand, the inner side surface Q1 of the metal upper plate member 16, the inner side surface Q2 of the metal lower plate member 13, the inner side surface Q3 of the first square pipe 14, the inner side surface Q4 of the second square pipe 15, and the intermediate horizontal member 17 The inner side surface Q5 of the intermediate horizontal member 18 and the inner side surface Q6 of the intermediate horizontal member 18 are on the plane Q. For this reason, the plane Q can be used as a reference plane for attaching the building interior material, and the building interior material can be efficiently attached.
The metal lower reinforcing plate member 19 and the metal upper reinforcing plate member 20 are flat on either one or both of the inner side surface Q7 of the metal lower reinforcing plate member 19 and the inner side surface Q8 of the metal upper reinforcing plate member 20. It can be mounted to be on Q.
Further, although the intermediate horizontal members 17 and 18 are arranged in parallel in the vertical direction, the intermediate positions of the first and second square pipes 14 and 15, for example, at one intermediate position, Or you may arrange | position so that three or more intermediate positions may be connected.

図1、図2に示すように、第1の角パイプ14の横外面28及び横内面29(第2の角パイプ15側の面)には、金属製上板部材16と中間水平部材17で挟まれた領域にそれぞれ2つのボルト挿通孔30、30aが、中間水平部材17、18で挟まれた領域にそれぞれ複数のボルト挿通孔31、31aが、中間水平部材18と金属製下板部材13で挟まれた領域にそれぞれ複数のボルト挿通孔32、32aが対向して(同一の高さ位置に)設けられている。
ここで、ボルト挿通孔30、30a、31、31a、32、32aは、内径が5〜15mm、例えば、8mmのねじ(タップ)孔とすることが好ましい。なお、ボルト挿通孔30、30a、31、31a、32、32aは、筒状貫通孔とすることもできる。
As shown in FIGS. 1 and 2, a metal upper plate member 16 and an intermediate horizontal member 17 are provided on the lateral outer surface 28 and the lateral inner surface 29 (surface on the second square pipe 15 side) of the first square pipe 14. Two bolt insertion holes 30 and 30a are respectively provided in the sandwiched region, and a plurality of bolt insertion holes 31 and 31a are provided in the region sandwiched between the intermediate horizontal members 17 and 18, respectively. The intermediate horizontal member 18 and the metal lower plate member 13 are provided. A plurality of bolt insertion holes 32 and 32a are respectively provided in the regions sandwiched between (in the same height position).
Here, the bolt insertion holes 30, 30a, 31, 31a, 32, and 32a are preferably screw (tap) holes having an inner diameter of 5 to 15 mm, for example, 8 mm. Note that the bolt insertion holes 30, 30a, 31, 31a, 32, and 32a may be cylindrical through holes.

第2の角パイプ15の横外面33及び横内面34(第1の角パイプ14側の面)には、金属製上板部材16と中間水平部材17で挟まれた領域にそれぞれ2つのボルト挿通孔35、35aが、中間水平部材17、18で挟まれた領域にそれぞれ複数のボルト挿通孔36、36aが、中間水平部材18と金属製下板部材13で挟まれた領域にそれぞれ複数のボルト挿通孔37、37aが対向して(同一の高さ位置に)設けられている。
更に、中間水平部材17の上面38及び下面39には対向して複数の上、下ボルト挿通孔40、40aが、中間水平部材18の上面41及び下面42には対向して複数の上、下ボルト挿通孔43、43aが設けられている。
ここで、ボルト挿通孔35、35a、36、36a、37、37a、上、下ボルト挿通孔40、40a、及び上、下ボルト挿通孔43、43aは、内径が5〜15mm、例えば、8mmのねじ(タップ)孔とすることが好ましい。なお、ボルト挿通孔35、35a、36、36a、37、37a、上、下ボルト挿通孔40、40a、及び上、下ボルト挿通孔43、43aは、筒状貫通孔とすることもできる。
Two bolts are inserted into the lateral outer surface 33 and the lateral inner surface 34 (the surface on the first square pipe 14 side) of the second square pipe 15 in a region sandwiched between the metal upper plate member 16 and the intermediate horizontal member 17. A plurality of bolt insertion holes 36 and 36a are formed in a region sandwiched between the intermediate horizontal member 18 and the metal lower plate member 13, respectively. The insertion holes 37 and 37a are provided facing each other (at the same height position).
Further, a plurality of upper and lower bolt insertion holes 40 and 40a are opposed to the upper surface 38 and the lower surface 39 of the intermediate horizontal member 17, and a plurality of upper and lower holes are opposed to the upper surface 41 and the lower surface 42 of the intermediate horizontal member 18. Bolt insertion holes 43 and 43a are provided.
Here, the bolt insertion holes 35, 35a, 36, 36a, 37, 37a, the upper and lower bolt insertion holes 40, 40a, and the upper and lower bolt insertion holes 43, 43a have an inner diameter of 5 to 15 mm, for example, 8 mm. A screw (tap) hole is preferable. The bolt insertion holes 35, 35a, 36, 36a, 37, 37a, the upper and lower bolt insertion holes 40, 40a, and the upper and lower bolt insertion holes 43, 43a may be cylindrical through holes.

このような構成とすることにより、建築物補強体10と並べて土台12上に設置した、例えば、柱部材や枠体等の構造部材(図示せず)を、ボルト(図示せず)を用いて第1、第2の角パイプ14、15のボルト挿通孔30、30a、31、31a、32、32a、35、35a、36、36a、37、37aを介して、建築物補強体10に連結することができる。
また、桟部材や枠体等の取付け部材(図示せず)を、ボルト(図示せず)と中間水平部材17、18の上、下ボルト挿通孔40、40a、上、下ボルト挿通孔43、43aを介して中間水平部材17、18間に連結することができ、建築物補強体10内に取付け部材を設けることが可能になる。
更に、建築物補強体10同士を並べて土台12上に設置して、ボルト(図示せず)を用いて第1の角パイプ14のボルト挿通孔30、30a、31、31a、32、32aと第2の角パイプ15のボルト挿通孔35、35a、36、36a、37、37aを介して、連結することもできる。
By adopting such a configuration, for example, a structural member (not shown) such as a pillar member or a frame body, which is installed on the base 12 side by side with the building reinforcing body 10, is used with a bolt (not shown). The first and second square pipes 14 and 15 are connected to the building reinforcing body 10 through the bolt insertion holes 30, 30a, 31, 31a, 32, 32a, 35, 35a, 36, 36a, 37, and 37a. be able to.
In addition, mounting members (not shown) such as crosspieces and frames are attached to bolts (not shown) and the intermediate horizontal members 17 and 18, lower bolt insertion holes 40 and 40a, upper and lower bolt insertion holes 43, It is possible to connect between the intermediate horizontal members 17 and 18 through 43a, and it is possible to provide an attachment member in the building reinforcing body 10.
Further, the building reinforcement bodies 10 are arranged side by side on the base 12 and bolts (not shown) are used for bolt insertion holes 30, 30a, 31, 31a, 32, 32a of the first square pipe 14 and the first. It is also possible to connect via the bolt insertion holes 35, 35a, 36, 36a, 37, 37a of the second square pipe 15.

続いて、本発明の第1の実施の形態に係る建築物補強体10の作用について説明する。
建築物補強体10の金属製下板部材13の底面21は機械加工されて平面が維持され、金属製下板部材13の両端部には第1、第2の角パイプ14、15が垂直に立設され、金属製上板部材16の上面22及び下面22aは機械加工されて金属製下板部材13の底面21に対して平行面となっている。このため、土台12を介して基礎11上に建築物補強体10を垂直に固定することができ、建築物補強体10と並べて土台12上に配置した構造部材を、建築物補強体10の第1、第2の角パイプ14、15と連結することにより、土台12を介して基礎11上に垂直に立設することができる。また、金属製上板部材16の上面22に構造部材27を載置して固定することにより、構造部材27を土台12を介して基礎11に対して平行に支持することができる。その結果、基礎11上に、土台12を介して建物の骨組み構造を、建築物補強体10を用いることにより効率的かつ高精度で形成することが可能になる。
Then, the effect | action of the building reinforcement body 10 which concerns on the 1st Embodiment of this invention is demonstrated.
The bottom surface 21 of the metal lower plate member 13 of the building reinforcing body 10 is machined to maintain a flat surface, and the first and second square pipes 14 and 15 are perpendicular to both ends of the metal lower plate member 13. The upper surface 22 and the lower surface 22 a of the metal upper plate member 16 are machined to be parallel to the bottom surface 21 of the metal lower plate member 13. For this reason, the building reinforcement body 10 can be fixed vertically on the foundation 11 via the base 12, and the structural members arranged on the base 12 side by side with the building reinforcement body 10 are connected to the building reinforcement body 10. By connecting with the 1st and 2nd square pipes 14 and 15, it can stand upright on the foundation 11 via the base 12. Further, by placing and fixing the structural member 27 on the upper surface 22 of the metal upper plate member 16, the structural member 27 can be supported in parallel to the foundation 11 via the base 12. As a result, the framework structure of the building can be efficiently and highly accurately formed on the foundation 11 through the base 12 by using the building reinforcement body 10.

ここで、建築物補強体10では、金属製下板部材13の両端部に少なくとも第1、第2の角パイプ14、15が垂直に立設され、第1、第2の角パイプ14、15の上端が金属製上板部材16で連結されている。更に、建築物補強体10では、第1、第2の角パイプ14、15の長さ方向の、例えば、2か所の中間位置同士が中間水平部材17、18で連結されている。このため、金属製下板部材13、第1、第2の角パイプ14、15、金属製上板部材16、及び中間水平部材17、18は相互に拘束されることになって、建築物補強体10の剛性が向上する。このため、建築物補強体10を用いることにより、建物の骨組み構造の変形抵抗性を向上させることができ、例えば、耐震性に優れた建物を構築することが可能になる。 Here, in the building reinforcing body 10, at least first and second square pipes 14 and 15 are erected vertically at both end portions of the metal lower plate member 13, and the first and second square pipes 14 and 15. Are connected by a metal upper plate member 16. Further, in the building reinforcing body 10, for example, two intermediate positions in the length direction of the first and second square pipes 14 and 15 are connected by intermediate horizontal members 17 and 18. For this reason, the metal lower plate member 13, the first and second square pipes 14 and 15, the metal upper plate member 16, and the intermediate horizontal members 17 and 18 are mutually restrained to reinforce the building. The rigidity of the body 10 is improved. For this reason, by using the building reinforcing body 10, the deformation resistance of the framework structure of the building can be improved. For example, it is possible to construct a building having excellent earthquake resistance.

図4、図5(A)、(B)に示すように、本発明の第2の実施の形態に係る建築物補強体44は、角部(例えば、屈折角度が90度)を有する建物の基礎45上に設けられた土台46に垂直に取付けられるものである。そして、建築物補強体44は、土台46に固定される平面視してL字状の金属製下板部材47と、金属製下板部材47の角部、及び金属製下板部材47の両端部に垂直に立設された長尺の第1〜第3の金属製角形部材の一例である第1〜第3の角パイプ48、49、50と、第1〜第3の角パイプ48、49、50の上端を連結する平面視してL字状の金属製上板部材51と、第1、第2の角パイプ48、49の長さ方向の、例えば、2か所の中間位置同士を連結する第1の中間水平部材52、53と、第1、第3の角パイプ48、50の長さ方向の、例えば、2か所の中間位置同士を連結する第2の中間水平部材54、55と、金属製上板部材51の角部の内側に設けられて角部の変形を防止する上変形防止金物部材56と、金属製下板部材47の角部の内側に設けられて角部の変形を防止する下変形防止金物部材57とを有している。
ここで、金属製下板部材47と金属製上板部材51の厚さの範囲は10〜15mm、例えば、12mmである。また、第1〜第3の角パイプ48、49、50、第1の中間水平部材52、53、第2の中間水平部材54、55として使用する角パイプの断面は、厚さの範囲が3〜5mm、例えば、3.2mmで、一辺の長さが80〜150mm、例えば、100mmの正方形状である。なお、第1〜第3の角パイプ48、49、50の長さは、建物の高さに応じて設定する。
As shown in FIGS. 4, 5A, and 5B, the building reinforcing body 44 according to the second embodiment of the present invention is a building having a corner (for example, a refraction angle of 90 degrees). It is vertically attached to a base 46 provided on the foundation 45. The building reinforcing body 44 is fixed to the base 46 in plan view, and has an L-shaped metal lower plate member 47, corners of the metal lower plate member 47, and both ends of the metal lower plate member 47. First to third square pipes 48, 49, and 50, which are examples of long first to third metal square members erected vertically to the section, and first to third square pipes 48, For example, two intermediate positions in the length direction of the L-shaped metal upper plate member 51 connecting the upper ends of 49 and 50 in plan view and the first and second square pipes 48 and 49. The first intermediate horizontal members 52 and 53 that connect the first intermediate horizontal members 52 and the second intermediate horizontal member 54 that connects the first and third square pipes 48 and 50 in the longitudinal direction, for example, at two intermediate positions. 55, an upper deformation prevention metal member 56 provided inside the corner portion of the metal upper plate member 51 to prevent the deformation of the corner portion, and a metal lower plate portion And a lower deformation preventing hardware member 57 provided inside the corner portion of the 47 to prevent deformation of the corners.
Here, the thickness range of the metal lower plate member 47 and the metal upper plate member 51 is 10 to 15 mm, for example, 12 mm. The cross section of the square pipe used as the first to third square pipes 48, 49, 50, the first intermediate horizontal members 52, 53, and the second intermediate horizontal members 54, 55 has a thickness range of 3. It is ˜5 mm, for example, 3.2 mm, and the length of one side is 80 to 150 mm, for example, 100 mm. The lengths of the first to third square pipes 48, 49, 50 are set according to the height of the building.

建築物補強体44の第1、第2の角パイプ48、49の下端側には、底面が金属製下板部材47の上面(第1、第2の角パイプ48、49の間の領域)に、両端が第1、第2の角パイプ48、49の対向する横内面58、59の下端側にそれぞれ固着された第1の金属製下補強板部材60が設けられている。更に、第1、第2の角パイプ48、49の上端側には、上面が金属製上板部材51の下面75a(第1、第2の角パイプ48、49の間の領域)に、両端が第1、第2の角パイプ48、49の対向する横内面58、59の上端側にそれぞれ固着された第1の金属製上補強板部材61が設けられている。
そして、金属製下板部材47の第1、第2の角パイプ48、49で挟まれた領域、金属製上板部材51の第1、第2の角パイプ48、49で挟まれた領域には、長手方向に沿って複数のボルト挿通孔62、63(例えば、内径が10〜20mmの筒状貫通孔)が設けられている。また、第1の金属製下補強板部材60、第1の金属製上補強板部材61には、長手方向に沿って複数のボルト挿通孔64、65(内径が5〜15mm、例えば、8mmのねじ(タップ)孔)が設けられている。
On the lower end side of the first and second square pipes 48 and 49 of the building reinforcing body 44, the bottom surface is the upper surface of the metal lower plate member 47 (region between the first and second square pipes 48 and 49). In addition, a first metal lower reinforcing plate member 60 having both ends fixed to the lower end sides of the opposing lateral inner surfaces 58 and 59 of the first and second square pipes 48 and 49 is provided. Further, at the upper end side of the first and second square pipes 48 and 49, the upper surface is on the lower surface 75a of the metal upper plate member 51 (the region between the first and second square pipes 48 and 49). Are provided with first metal upper reinforcing plate members 61 respectively fixed to the upper end sides of the opposing lateral inner surfaces 58 and 59 of the first and second square pipes 48 and 49, respectively.
In the region sandwiched between the first and second square pipes 48 and 49 of the metal lower plate member 47 and the region sandwiched between the first and second square pipes 48 and 49 of the metal upper plate member 51. Are provided with a plurality of bolt insertion holes 62 and 63 (for example, cylindrical through holes having an inner diameter of 10 to 20 mm) along the longitudinal direction. The first metal lower reinforcing plate member 60 and the first metal upper reinforcing plate member 61 have a plurality of bolt insertion holes 64 and 65 (with an inner diameter of 5 to 15 mm, for example, 8 mm) along the longitudinal direction. A screw (tap) hole is provided.

建築物補強体44の第1、第3の角パイプ48、50の下端側には、底面が金属製下板部材47の上面(第1、第3の角パイプ48、50の間の領域)に、両端が第1、第3の角パイプ48、50の対向する横内面66、67の下端側にそれぞれ固着された第2の金属製下補強板部材68が設けられている。更に、第1、第3の角パイプ48、50の上端側には、上面が金属製上板部材51の下面75a(第1、第3の角パイプ48、50の間の領域)に、両端が第1、第3の角パイプ48、50の対向する横内面66、67の上端側にそれぞれ固着された第2の金属製上補強板部材69が設けられている。
そして、金属製下板部材47の第1、第3の角パイプ48、50で挟まれた領域、金属製上板部材51の第1、第3の角パイプ48、50で挟まれた領域には、長手方向に沿って複数のボルト挿通孔70、71(例えば、内径が10〜20mmの筒状貫通孔)が設けられている。また、第2の金属製上補強板部材69、第2の金属製下補強板部材68には、長手方向に沿って複数のボルト挿通孔72、73(内径が5〜15mm、例えば、8mmのねじ(タップ)孔)が設けられている。
On the lower end side of the first and third square pipes 48 and 50 of the building reinforcing body 44, the bottom surface is the upper surface of the metal lower plate member 47 (region between the first and third square pipes 48 and 50). In addition, there are provided second metal lower reinforcing plate members 68 whose both ends are respectively fixed to the lower end sides of the opposing lateral inner surfaces 66, 67 of the first and third square pipes 48, 50. Further, at the upper end side of the first and third square pipes 48 and 50, the upper surface is opposite to the lower surface 75a of the metal upper plate member 51 (the region between the first and third square pipes 48 and 50). Is provided with a second metal upper reinforcing plate member 69 fixed to the upper end side of the opposing lateral inner surfaces 66, 67 of the first and third square pipes 48, 50, respectively.
In the region sandwiched between the first and third square pipes 48 and 50 of the metal lower plate member 47 and the region sandwiched between the first and third square pipes 48 and 50 of the metal upper plate member 51. Are provided with a plurality of bolt insertion holes 70 and 71 (for example, cylindrical through holes having an inner diameter of 10 to 20 mm) along the longitudinal direction. Further, the second metal upper reinforcing plate member 69 and the second metal lower reinforcing plate member 68 have a plurality of bolt insertion holes 72 and 73 (with an inner diameter of 5 to 15 mm, for example, 8 mm) along the longitudinal direction. A screw (tap) hole is provided.

ここで、建築物補強体44の金属製下板部材47の底面74は機械加工されて平面が維持されているので、基礎45に予め取付けられ、土台46を貫通した各ボルト(図示せず)の先側が、更に金属製下板部材47のボルト挿通孔62、70を貫通するように金属製下板部材47を土台46に載置すると、金属製下板部材47から上方に突出した各ボルトの先側にナットを螺合させることにより、土台46を介して基礎45上に建築物補強体44を垂直に固定することが可能になる。 Here, since the bottom surface 74 of the metal lower plate member 47 of the building reinforcing body 44 is machined to maintain a flat surface, each bolt (not shown) that is attached in advance to the foundation 45 and penetrates the base 46. When the metal lower plate member 47 is placed on the base 46 so that the front side of the metal plate further penetrates the bolt insertion holes 62 and 70 of the metal lower plate member 47, each bolt protruding upward from the metal lower plate member 47 It is possible to fix the building reinforcement body 44 vertically on the foundation 45 via the base 46 by screwing the nut to the front side.

また、建築物補強体44の金属製上板部材51の上面75及び下面75aは機械加工されて金属製下板部材47の底面74に対して平行面となっている。このため、金属製下板部材47の角部及び両端部に垂直に立設された長尺の第1、第2、第3の角パイプ48、49、50の上端と金属製上板部材51を連結した際、第1、第2、第3の角パイプ48、49、50の軸心に対して金属製上板部材51を容易に直交状態にすることができ、金属製下板部材47に対して金属製上板部材51を平行にすることができる。これにより、金属製上板部材51の上面75に桁又は梁を構成する構造部材76、76aを載置して固定すると、構造部材76、76aを土台45に対して平行に支持することが可能になる。その結果、基礎45上に、土台46を介して建物の骨組み構造を、建築物補強体44を用いることにより効率的かつ高精度で形成することが可能になる。
なお、金属製上板部材51に対する構造部材76、76aの固定は、構造部材76、76aに予め設けておいた複数の貫通孔(図示せず)と金属製上板部材51に設けた複数のボルト挿通孔63、71の位置合わせを行ってボルト(図示せず)を構造部材76、76aの貫通孔に挿入し、ボルト挿通孔63、71から突出したボルトの先側にナットを螺合させることにより行うことができる。
Further, the upper surface 75 and the lower surface 75 a of the metal upper plate member 51 of the building reinforcing body 44 are machined to be parallel to the bottom surface 74 of the metal lower plate member 47. Therefore, the upper ends of the long first, second, and third square pipes 48, 49, and 50 that are erected vertically at the corners and both ends of the metal lower plate member 47 and the metal upper plate member 51. , The metal upper plate member 51 can be easily made orthogonal to the axis of the first, second, and third square pipes 48, 49, 50. However, the metallic upper plate member 51 can be made parallel. As a result, when the structural members 76 and 76a constituting the girders or beams are placed and fixed on the upper surface 75 of the metal upper plate member 51, the structural members 76 and 76a can be supported in parallel to the base 45. become. As a result, the framework structure of the building can be efficiently and highly accurately formed on the foundation 45 through the base 46 by using the building reinforcement body 44.
The structural members 76, 76 a are fixed to the metal upper plate member 51 with a plurality of through holes (not shown) provided in advance in the structural members 76, 76 a and a plurality of metal members provided in the metal upper plate member 51. The bolt insertion holes 63 and 71 are aligned, a bolt (not shown) is inserted into the through holes of the structural members 76 and 76a, and a nut is screwed onto the front side of the bolt protruding from the bolt insertion holes 63 and 71. Can be done.

図6に示すように、建築物補強体44において、第1の中間水平部材52、53、第2の中間水平部材54、55は角パイプ(角形状の一例)であって、金属製上板部材51の第2の角パイプ49側に伸びる辺部の外側面R1、金属製下板部材47の第2の角パイプ49側に伸びる辺部の外側面R2、第1の角パイプ48の第2の角パイプ49側の外側面R3、第2の角パイプ49の外側面R4、及び第1の中間水平部材52、53の外側面R5,R6は平面R上にあり、金属製上板部材51の第2の角パイプ49側に伸びる辺部の内側面S1、金属製下板部材47の第2の角パイプ49側に伸びる辺部の内側面S2、第1の角パイプ48の第3の角パイプ50側の内側面S3、第2の角パイプ49の内側面S4、及び第1の中間水平部材52、53の内側面S5、S6は平面Rに平行な平面S上にある。
なお、第1の金属製下補強板部材60と第1の金属製上補強板部材61は、第1の金属製下補強板部材60の内側面S7及び第1の金属製上補強板部材61の内側面S8のいずれか一方又は双方が平面S上に存在するように取付けることができる。
As shown in FIG. 6, in the building reinforcing body 44, the first intermediate horizontal members 52 and 53 and the second intermediate horizontal members 54 and 55 are square pipes (an example of a square shape), and are made of metal upper plates. The outer side surface R1 of the side portion extending to the second square pipe 49 side of the member 51, the outer side surface R2 of the side portion extending to the second square pipe 49 side of the metal lower plate member 47, and the first side surface of the first square pipe 48. The outer surface R3 of the second square pipe 49, the outer surface R4 of the second square pipe 49, and the outer surfaces R5, R6 of the first intermediate horizontal members 52, 53 are on the plane R, and are metal upper plate members. 51, the inner side surface S1 of the side portion extending toward the second square pipe 49, the inner side surface S2 of the side portion extending toward the second square pipe 49 of the metal lower plate member 47, and the third side surface of the first square pipe 48. The inner side surface S3 of the square pipe 50 side, the inner side surface S4 of the second square pipe 49, and the first intermediate horizontal member 5 , Inner surface S5 in 53, S6 is in a plane S parallel to plane R.
The first metal lower reinforcing plate member 60 and the first metal upper reinforcing plate member 61 include the inner side surface S7 of the first metal lower reinforcing plate member 60 and the first metal upper reinforcing plate member 61. Any one or both of the inner surfaces S8 can be mounted on the plane S.

また、図6に示すように、金属製上板部材51の第3の角パイプ50側に伸びる辺部の外側面T1、金属製下板部材47の第3の角パイプ50側に伸びる辺部の外側面T2、第1の角パイプ48の第3の角パイプ50側の外側面T3、第3の角パイプ50の外側面T4、及び第2の中間水平部材54、55の外側面T5、T6は平面T上にあり、金属製上板部材51の第3の角パイプ50側に伸びる辺部の内側面U1、金属製下板部材47の第3の角パイプ50側に伸びる辺部の内側面U2、第1の角パイプ48の第2の角パイプ49側の内側面U3、第3の角パイプ50の内側面U4、及び、第2の中間水平部材54、55の内側面U5、U6は平面Tに平行な平面U上にある。
なお、第2の金属製下補強板部材68と第2の金属製上補強板部材69は、第2の金属製下補強板部材68の内側面U7及び第2の金属製上補強板部材69の内側面U8のいずれか一方又は双方が平面U上に存在するように取付けることができる。
Moreover, as shown in FIG. 6, the outer side surface T1 of the side part extending to the third square pipe 50 side of the metal upper plate member 51, and the side part of the metal lower plate member 47 extending to the third square pipe 50 side. The outer side surface T2, the outer side surface T3 of the first square pipe 48 on the third square pipe 50 side, the outer side surface T4 of the third square pipe 50, and the outer side surface T5 of the second intermediate horizontal members 54, 55, T6 is on the plane T, and the inner side surface U1 of the side part extending to the third square pipe 50 side of the metal upper plate member 51 and the side part extending to the third square pipe 50 side of the metal lower plate member 47 are shown. An inner side surface U2, an inner side surface U3 of the first square pipe 48 on the second square pipe 49 side, an inner side surface U4 of the third square pipe 50, and an inner side surface U5 of the second intermediate horizontal members 54, 55; U6 is on a plane U parallel to the plane T.
The second metal lower reinforcing plate member 68 and the second metal upper reinforcing plate member 69 are composed of the inner surface U7 of the second metal lower reinforcing plate member 68 and the second metal upper reinforcing plate member 69. Any one or both of the inner surfaces U8 can be mounted on the plane U.

ここで、平面Rと平面Tの交差角度は、金属製上板部材51と金属製下板部材47の角部の角度に等しい。このため、平面R、Tを建物外装材を取付ける際の基準面とすることができ、建物外装材の取付けを効率的に行うことが可能になる。
また、平面Sと平面Uの交差角度も、金属製上板部材51と金属製下板部材47の角部の角度に等しい。このため、平面S、Uを建物内装材を取付ける際の基準面とすることができ、建物内装材の取付けを効率的に行うことが可能になる。
また、第1の中間水平部材52、53と第2の中間水平部材54、55をそれぞれ、上下方向に間隔を設けて平行に配置したが、第1の中間水平部材52、53を第1、第2の角パイプ48、49の長さ方向の、例えば、1か所の中間位置同士を、又は3か所以上の中間位置同士を連結するように配置しても、第2の中間水平部材54、55を第1、第3の角パイプ48、50の長さ方向の、例えば、1か所の中間位置同士を、又は3か所以上の中間位置同士を連結するように配置してもよい。
Here, the intersection angle between the plane R and the plane T is equal to the angle of the corners of the metal upper plate member 51 and the metal lower plate member 47. For this reason, the planes R and T can be used as a reference plane for attaching the building exterior material, and the building exterior material can be efficiently attached.
The intersection angle between the plane S and the plane U is also equal to the angle of the corners of the metal upper plate member 51 and the metal lower plate member 47. For this reason, the planes S and U can be used as a reference plane for attaching the building interior material, and the building interior material can be efficiently attached.
In addition, the first intermediate horizontal members 52 and 53 and the second intermediate horizontal members 54 and 55 are arranged in parallel with a space in the vertical direction, respectively, but the first intermediate horizontal members 52 and 53 are the first, Even if it arrange | positions so that the intermediate position of one place of the 2nd square pipes 48 and 49, for example, one place, or three or more intermediate positions may be connected, it is the 2nd middle horizontal member 54 and 55 may be arranged in the length direction of the first and third square pipes 48 and 50, for example, so as to connect one intermediate position or three or more intermediate positions. Good.

図4、図5(B)に示すように、第2の角パイプ49の横外面77及び横内面59(第1の角パイプ48側の面)には、金属製上板部材51と第1の中間水平部材52で挟まれた領域にそれぞれ2つのボルト挿通孔79、79aが、第1の中間水平部材52、53で挟まれた領域にそれぞれ複数のボルト挿通孔80、80aが、第1の中間水平部材53と金属製下板部材47で挟まれた領域にそれぞれ複数のボルト挿通孔81、81aが対向して(同一の高さ位置に)設けられている。
更に、第1の角パイプ48の横内面58(第2の角パイプ49側の面)には、ボルト挿通孔79aに対向してボルト挿通孔83が、ボルト挿通孔80aに対向してボルト挿通孔84が、ボルト挿通孔81aに対向してボルト挿通孔85がそれぞれ設けられている。
ここで、ボルト挿通孔79、79a、80、80a、81、81a、83、84、85は、内径が5〜15mm、例えば、8mmのねじ(タップ)孔とすることが好ましい。なお、ボルト挿通孔79、79a、80、80a、81、81a、83、84、85は、筒状貫通孔とすることもできる。
As shown in FIGS. 4 and 5 (B), the metal upper plate member 51 and the first square pipe 49 are formed on the lateral outer surface 77 and the lateral inner surface 59 (the surface on the first square pipe 48 side) of the second square pipe 49. Two bolt insertion holes 79 and 79a are respectively provided in the region sandwiched between the intermediate horizontal members 52, and a plurality of bolt insertion holes 80 and 80a are provided in the regions sandwiched between the first intermediate horizontal members 52 and 53, respectively. A plurality of bolt insertion holes 81, 81 a are respectively provided in the regions sandwiched between the intermediate horizontal member 53 and the metal lower plate member 47 so as to face each other (at the same height position).
Further, on the lateral inner surface 58 (the surface on the second square pipe 49 side) of the first square pipe 48, a bolt insertion hole 83 is opposed to the bolt insertion hole 79a, and the bolt insertion is opposed to the bolt insertion hole 80a. Bolt insertion holes 85 are provided so that the holes 84 face the bolt insertion holes 81a.
Here, the bolt insertion holes 79, 79a, 80, 80a, 81, 81a, 83, 84, 85 are preferably screw (tap) holes having an inner diameter of 5 to 15 mm, for example, 8 mm. The bolt insertion holes 79, 79a, 80, 80a, 81, 81a, 83, 84, 85 may be cylindrical through holes.

また、図5(A)に示すように、第3の角パイプ50の横外面86及び横内面67(第1の角パイプ48側の面)には、金属製上板部材51と第2の中間水平部材54で挟まれた領域にそれぞれ2つのボルト挿通孔88、88aが、第2の中間水平部材54、55で挟まれた領域にそれぞれ複数のボルト挿通孔89、89aが、第2の中間水平部材55と金属製下板部材47で挟まれた領域にそれぞれ複数のボルト挿通孔90、90aが対向して(同一の高さ位置に)設けられている。
更に、第1の角パイプ48の横内面66(第3の角パイプ50側の面)には、ボルト挿通孔88aに対向してボルト挿通孔92が、ボルト挿通孔89aに対向してボルト挿通孔93が、ボルト挿通孔90aに対向してボルト挿通孔94がそれぞれ設けられている。
ここで、ボルト挿通孔88、88a、89、89a、90、90a、92、93、94は、内径が5〜15mm、例えば、8mmのねじ(タップ)孔とすることが好ましい。なお、ボルト挿通孔88、88a、89、89a、90、90a、92、93、94は、筒状貫通孔とすることもできる。
Further, as shown in FIG. 5A, the metal upper plate member 51 and the second upper surface member 51 and the second inner surface 67 (surface on the first square pipe 48 side) are provided on the lateral outer surface 86 and the lateral inner surface 67 of the third square pipe 50. Two bolt insertion holes 88 and 88a are respectively provided in the region sandwiched between the intermediate horizontal members 54, and a plurality of bolt insertion holes 89 and 89a are provided in the regions sandwiched between the second intermediate horizontal members 54 and 55, respectively. A plurality of bolt insertion holes 90, 90 a are respectively provided in the regions sandwiched between the intermediate horizontal member 55 and the metal lower plate member 47 (at the same height position).
Further, a bolt insertion hole 92 is opposed to the bolt insertion hole 88a on the lateral inner surface 66 (surface on the third square pipe 50 side) of the first square pipe 48, and the bolt insertion is opposed to the bolt insertion hole 89a. Bolt insertion holes 94 are respectively provided so that the holes 93 face the bolt insertion holes 90a.
Here, the bolt insertion holes 88, 88a, 89, 89a, 90, 90a, 92, 93, 94 are preferably screw (tap) holes having an inner diameter of 5 to 15 mm, for example, 8 mm. Note that the bolt insertion holes 88, 88a, 89, 89a, 90, 90a, 92, 93, 94 may be cylindrical through holes.

一方、第1の中間水平部材52の上面95及び下面96には対向して複数の上、下ボルト挿通孔97、97aが、第1の中間水平部材53の上面98及び下面99には対向して複数の上、下ボルト挿通孔100、100aが設けられている。同様に、第2の中間水平部材54の上面101及び下面102には対向して複数の上、下ボルト挿通孔103、103aが、第2の中間水平部材55の上面104及び下面105には対向して複数の上、下ボルト挿通孔106、106aが設けられている。
ここで、上、下ボルト挿通孔97、97a、上、下ボルト挿通孔100、100a、上、下ボルト挿通孔103、103a、上、下ボルト挿通孔106、106aは、内径が5〜15mm、例えば、8mmのねじ(タップ)孔とすることが好ましい。なお、上、下ボルト挿通孔97、97a、上、下ボルト挿通孔100、100a、上、下ボルト挿通孔103、103a、上、下ボルト挿通孔106、106aは、筒状貫通孔とすることもできる。
On the other hand, a plurality of upper and lower bolt insertion holes 97, 97a are opposed to the upper surface 95 and the lower surface 96 of the first intermediate horizontal member 52, and are opposed to the upper surface 98 and the lower surface 99 of the first intermediate horizontal member 53. A plurality of upper and lower bolt insertion holes 100, 100a are provided. Similarly, a plurality of upper and lower bolt insertion holes 103 and 103 a are opposed to the upper surface 101 and the lower surface 102 of the second intermediate horizontal member 54, and are opposed to the upper surface 104 and the lower surface 105 of the second intermediate horizontal member 55. A plurality of upper and lower bolt insertion holes 106, 106a are provided.
Here, the upper and lower bolt insertion holes 97 and 97a, the upper and lower bolt insertion holes 100 and 100a, the upper and lower bolt insertion holes 103 and 103a, and the upper and lower bolt insertion holes 106 and 106a have an inner diameter of 5 to 15 mm. For example, an 8 mm screw (tap) hole is preferable. The upper and lower bolt insertion holes 97 and 97a, the upper and lower bolt insertion holes 100 and 100a, the upper and lower bolt insertion holes 103 and 103a, and the upper and lower bolt insertion holes 106 and 106a are cylindrical through holes. You can also.

このような構成とすることにより、建築物補強体44と並べて土台46の直線部上に設置した、例えば、柱部材や枠体等の構造部材(図示せず)を、ボルト(図示せず)を用いて第2の角パイプ49のボルト挿通孔79、79a、80、80a、81、81a、及び第3の角パイプ50のボルト挿通孔88、88a、89、89a、90、90aを介して建築物補強体44に連結することができる。
また、桟部材や枠体等の取付け部材(図示せず)を、ボルト(図示せず)と第1の中間水平部材52、53の上、下ボルト挿通孔97、97a、上、下挿通孔100、100aを介して第1の中間水平部材52、53間に連結することができ、第2の中間水平部材54、55の上、下ボルト挿通孔103、103a、上、下ボルト挿通孔106、106aを介して第2の中間水平部材54、55間に連結することができる。これにより、建築物補強体44内に取付け部材を設けることが可能になる。
By adopting such a configuration, for example, a structural member (not shown) such as a column member or a frame, which is installed on the straight portion of the base 46 alongside the building reinforcing body 44, is a bolt (not shown). Through the bolt insertion holes 79, 79a, 80, 80a, 81, 81a of the second square pipe 49 and the bolt insertion holes 88, 88a, 89, 89a, 90, 90a of the third square pipe 50. It can be connected to the building reinforcement 44.
Further, mounting members (not shown) such as crosspieces and frames are attached to bolts (not shown) and first intermediate horizontal members 52 and 53, lower bolt insertion holes 97 and 97a, and upper and lower insertion holes. It can be connected between the first intermediate horizontal members 52 and 53 via 100 and 100a, and the upper and lower bolt insertion holes 103 and 103a on the second intermediate horizontal members 54 and 55, and the lower bolt insertion holes 106. , 106a can be connected between the second intermediate horizontal members 54, 55. Thereby, it becomes possible to provide an attachment member in the building reinforcement body 44.

続いて、本発明の第2の実施の形態に係る建築物補強体44の作用について説明する。
建築物補強体44の金属製下板部材47の底面74は機械加工されて平面が維持され、金属製下板部材47の角部、及び金属製下板部材47の両端部にはそれぞれ第1〜第3の角パイプ48、49、50が垂直に立設され、第1〜第3の角パイプ48、49、50の上端と連結している金属製上板部材51の上面75及び下面75aは機械加工されて金属製下板部材47の底面74に対して平行面となっている。このため、土台46を介して角部を含む基礎45上に建築物補強体44を垂直に固定することができ、建築物補強体44と並べて土台46上に配置した構造部材を、建築物補強体44の第2、第3の角パイプ49、50と連結することにより、土台46を介して角部を含む基礎46上に垂直に立設することができる。また、金属製上板部材51の上面75に構造部材76、76aを載置して固定することにより、構造部材76、76aを土台46を介して角部を含む基礎45に対して平行に支持することができる。その結果、基礎45上に、土台46を介して建物の骨組み構造を、建築物補強体44を用いることにより効率的かつ高精度で形成することが可能になる。
Then, the effect | action of the building reinforcement body 44 which concerns on the 2nd Embodiment of this invention is demonstrated.
The bottom surface 74 of the metal lower plate member 47 of the building reinforcing body 44 is machined to maintain a flat surface, and the corner portions of the metal lower plate member 47 and the both ends of the metal lower plate member 47 are respectively first. The upper surface 75 and the lower surface 75a of the metal upper plate member 51 in which the third square pipes 48, 49, 50 are erected vertically and connected to the upper ends of the first to third square pipes 48, 49, 50. Is machined to be parallel to the bottom surface 74 of the metal lower plate member 47. For this reason, the building reinforcement body 44 can be fixed vertically on the foundation 45 including the corners via the base 46, and the structural member arranged on the base 46 side by side with the building reinforcement 44 is used for building reinforcement. By connecting with the second and third square pipes 49, 50 of the body 44, the body 44 can be erected vertically on the foundation 46 including the corners via the base 46. Further, by placing and fixing the structural members 76 and 76a on the upper surface 75 of the metal upper plate member 51, the structural members 76 and 76a are supported in parallel to the foundation 45 including the corners via the base 46. can do. As a result, the framework structure of the building can be efficiently and highly accurately formed on the foundation 45 through the base 46 by using the building reinforcement body 44.

ここで、建築物補強体44では、金属製下板部材47の角部、及び金属製下板部材47の両端部に第1〜第3の角パイプ48、49、50が垂直に立設され、第1〜第3の角パイプ48、49、50の上端が金属製上板部材51で連結されている。更に、建築物補強体44では、第1、第2の角パイプ48、49の長さ方向の、例えば、2か所の中間位置同士が第1の中間水平部材52、53で連結され、第1、第3の角パイプ48、50の長さ方向の、例えば、2か所の中間位置同士が第2の中間水平部材54、55で連結されている。
このため、金属製下板部材47、第1〜第3の角パイプ48、49、50、金属製上板部材51、及び第1、第2の中間水平部材52、53、54、55は相互に拘束されることになって、建築物補強体44の剛性が向上する。このため、建築物補強体44を用いることにより、建物の骨組み構造の変形抵抗性を向上させることができ、例えば、耐震性に優れた建物を構築することが可能になる。
Here, in the building reinforcing body 44, the first to third square pipes 48, 49, 50 are erected vertically at the corners of the metal lower plate member 47 and at both ends of the metal lower plate member 47. The upper ends of the first to third square pipes 48, 49, 50 are connected by a metal upper plate member 51. Further, in the building reinforcing body 44, for example, two intermediate positions in the length direction of the first and second square pipes 48, 49 are connected by the first intermediate horizontal members 52, 53, For example, two intermediate positions in the length direction of the first and third square pipes 48 and 50 are connected by second intermediate horizontal members 54 and 55.
Therefore, the metal lower plate member 47, the first to third square pipes 48, 49, 50, the metal upper plate member 51, and the first and second intermediate horizontal members 52, 53, 54, 55 are mutually connected. Therefore, the rigidity of the building reinforcing body 44 is improved. For this reason, by using the building reinforcement 44, the deformation resistance of the frame structure of the building can be improved. For example, it is possible to construct a building having excellent earthquake resistance.

図7〜図10に示すように、本発明の第3の実施の形態に係る建築物補強体107は、角部(例えば、屈折角度が90度)を有する建物の基礎(図示せず)上に設けられた土台108に垂直に取付けられるものである。そして、建築物補強体107は、土台108に固定される平面視してL字状の金属製下板部材109と、金属製下板部材109の角部、及び金属製下板部材109の両端部に垂直に立設された長尺の第1〜第3の金属製角形部材の一例である第1〜第3の角パイプ110、111、112と、第1〜第3の角パイプ110、111、112の上端を連結する平面視してL字状の金属製上板部材113と、第1、第2の角パイプ110、111の長さ方向の、例えば、2か所の中間位置同士を連結する第1の中間水平部材114、115と、第1、第3の角パイプ110、112の長さ方向の、例えば、2か所の中間位置同士を連結する第2の中間水平部材116、117と、金属製上板部材113の角部の内側に設けられて角部の変形を防止する上変形防止金物部材118と、金属製下板部材109の角部の内側に設けられて角部の変形を防止する下変形防止金物部材119とを有している。 As shown in FIGS. 7-10, the building reinforcement 107 which concerns on the 3rd Embodiment of this invention is on the foundation (not shown) of the building which has a corner | angular part (for example, refraction angle is 90 degree | times). It is attached vertically to the base 108 provided in the. The building reinforcing body 107 includes an L-shaped metal lower plate member 109 fixed to the base 108 in plan view, corner portions of the metal lower plate member 109, and both ends of the metal lower plate member 109. First to third square pipes 110, 111, and 112, which are examples of long first to third metal square members erected vertically to the section, and first to third square pipes 110, For example, two intermediate positions in the length direction of the L-shaped metal upper plate member 113 and the first and second square pipes 110 and 111 connecting the upper ends of 111 and 112 in plan view. The first intermediate horizontal members 114 and 115 that connect the first intermediate horizontal members 114 and the second intermediate horizontal member 116 that connects the intermediate positions of the first and third square pipes 110 and 112, for example, at two intermediate positions. 117 and provided inside the corner of the metal upper plate member 113 to prevent deformation of the corner A deformation preventing hardware member 118 on that, and a lower deformation preventing hardware member 119 to prevent deformation of the provided inwardly corner of the corner of the metal lower plate member 109.

ここで、金属製下板部材109、金属製上板部材113、上変形防止金物部材118、及び下変形防止金物部材119の厚さの範囲は10〜15mm、例えば、12mmである。また、第1〜第3の角パイプ110、111、112、第1の中間水平部材114、115、第2の中間水平部材116、117として使用する角パイプの断面は、厚さの範囲が3〜5mm、例えば、3.2mmで、一辺の長さが80〜150mm、例えば、100mmの正方形状である(従って、金属製下板部材109及び金属製上板部材113の幅は、100mmとなる)。第1〜第3の角パイプ110、111、112の長さは、2500〜3000mm、例えば、2750mmである。また、L字状の金属製下板部材109、金属製上板部材113は、例えば、短辺長さが600mm、長辺長さが1200mmである。 Here, the thickness range of the metal lower plate member 109, the metal upper plate member 113, the upper deformation prevention metal member 118, and the lower deformation prevention metal member 119 is 10 to 15 mm, for example, 12 mm. The cross section of the square pipe used as the first to third square pipes 110, 111, 112, the first intermediate horizontal members 114, 115, and the second intermediate horizontal members 116, 117 has a thickness range of 3 -5 mm, for example, 3.2 mm, and the length of one side is 80-150 mm, for example, 100 mm (the width of the metal lower plate member 109 and the metal upper plate member 113 is 100 mm). ). The lengths of the first to third square pipes 110, 111, and 112 are 2500 to 3000 mm, for example, 2750 mm. The L-shaped metal lower plate member 109 and metal upper plate member 113 have, for example, a short side length of 600 mm and a long side length of 1200 mm.

図7に示すように、建築物補強体107の第1、第2の角パイプ110、111の下端側には、底面が金属製下板部材109の上面120の第1、第2の角パイプ110、111の間の領域に、両端が第1、第2の角パイプ110、111の対向する横内面121、122の下端側にそれぞれ固着された第1の金属製下補強板部材123が設けられている。更に、第1、第2の角パイプ110、111の上端側には、上面が金属製上板部材113の下面124の第1、第2の角パイプ110、111の間の領域に、両端が第1、第2の角パイプ110、111の対向する横内面121、122の上端側にそれぞれ固着された第1の金属製上補強板部材125が設けられている。 As shown in FIG. 7, the first and second square pipes whose bottom faces are the upper faces 120 of the metal lower plate members 109 at the lower ends of the first and second square pipes 110 and 111 of the building reinforcing body 107. 110, 111 is provided with a first metal lower reinforcing plate member 123 having both ends fixed to the lower end sides of the opposed lateral inner surfaces 121, 122 of the first and second square pipes 110, 111, respectively. It has been. Furthermore, on the upper end side of the first and second square pipes 110 and 111, the upper surface is in the region between the first and second square pipes 110 and 111 on the lower surface 124 of the metal upper plate member 113, and both ends are A first metal upper reinforcing plate member 125 fixed to the upper end sides of the lateral inner surfaces 121 and 122 facing each other of the first and second square pipes 110 and 111 is provided.

図8に示すように、建築物補強体107の第1、第3の角パイプ110、112の下端側には、底面が金属製下板部材109の上面120の第1、第3の角パイプ110、112の間の領域に、両端が第1、第3の角パイプ110、112の対向する横内面126、127の下端側にそれぞれ固着された第2の金属製下補強板部材128が設けられている。更に、第1、第3の角パイプ110、112の上端側には、上面が金属製上板部材113の下面124の第1、第3の角パイプ110、112の間の領域に、両端が第1、第3の角パイプ110、112の対向する横内面126、127の上端側にそれぞれ固着された第2の金属製上補強板部材129が設けられている。 As shown in FIG. 8, the first and third square pipes whose bottom surfaces are the upper surfaces 120 of the metal lower plate members 109 are provided at the lower ends of the first and third square pipes 110 and 112 of the building reinforcing body 107. 110, 112 is provided with a second metal lower reinforcing plate member 128 having both ends fixed to the lower end sides of the opposing lateral inner surfaces 126, 127 of the first and third square pipes 110, 112, respectively. It has been. Furthermore, at the upper end side of the first and third square pipes 110 and 112, the upper surface is in the region between the first and third square pipes 110 and 112 on the lower surface 124 of the metal upper plate member 113, and both ends are A second metal upper reinforcing plate member 129 fixed to the upper end side of the opposed inner inner surfaces 126, 127 of the first and third square pipes 110, 112 is provided.

図9、図10に示すように、金属製下板部材109の第1、第2の角パイプ110、111で挟まれた領域、即ちL字状の短辺領域(長さ600mm)には、長手方向に沿って複数の筒状貫通孔130(ボルト挿通孔の一例、内径が10〜20mm、例えば、16mm)が、金属製上板部材113の第1、第2の角パイプ110、111で挟まれた領域、即ちL字状の短辺領域(長さ600mm)の両端部側を除いた範囲には、長手方向に沿って複数の筒状貫通孔131(ボルト挿通孔の一例、内径が10〜20mm、例えば、16mm)が、短辺領域の長手方向に沿って等間隔に、例えば150mmピッチでそれぞれ設けられている。
また、図7に示すように、第1の金属製下補強板部材123、第1の金属製上補強板部材125には、長手方向に沿って複数の筒状貫通孔132、133(内径が5〜15mm、例えば、10mm)が、長手方向に沿って等間隔となるように、例えば100mmピッチでそれぞれ設けられている。
As shown in FIGS. 9 and 10, the region sandwiched between the first and second square pipes 110 and 111 of the metal lower plate member 109, that is, the L-shaped short side region (length 600 mm), A plurality of cylindrical through holes 130 (an example of bolt insertion holes, an inner diameter of 10 to 20 mm, for example, 16 mm) along the longitudinal direction is formed by the first and second square pipes 110 and 111 of the metal upper plate member 113. In a region excluding both ends of the sandwiched region, that is, the L-shaped short side region (length: 600 mm), a plurality of cylindrical through holes 131 (an example of bolt insertion holes, the inner diameter is 10 to 20 mm (for example, 16 mm) are provided at equal intervals along the longitudinal direction of the short side region, for example, at a pitch of 150 mm.
Further, as shown in FIG. 7, the first metal lower reinforcing plate member 123 and the first metal upper reinforcing plate member 125 have a plurality of cylindrical through-holes 132 and 133 (inner diameter is increased along the longitudinal direction). 5-15 mm, for example, 10 mm) are provided at a pitch of, for example, 100 mm so as to be equally spaced along the longitudinal direction.

図9、図10に示すように、金属製下板部材109の第1、第3の角パイプ110、112で挟まれた領域、即ちL字状の長辺領域(長さ1200mm)の両端部側を除いた範囲には、長手方向に沿って複数の筒状貫通孔134(ボルト挿通孔の一例、内径が10〜20mm、例えば、16mm)が、金属製上板部材113の第1、第3の角パイプ110、112で挟まれた領域、即ちL字状の長辺領域(長さ1200mm)には、長手方向に沿って複数の筒状貫通孔135(ボルト挿通孔の一例、内径が10〜20mm、例えば、16mm)がそれぞれ設けられている。ここで、筒状貫通孔134、135は、両端からそれぞれ120〜180mm、例えば、150mm中央側に移動した位置と、これらの位置の間を等間隔に分割するように、例えば、225mmピッチで設けられている。 As shown in FIGS. 9 and 10, both ends of a region sandwiched between the first and third square pipes 110 and 112 of the metal lower plate member 109, that is, an L-shaped long side region (length: 1200 mm). In the range excluding the side, a plurality of cylindrical through holes 134 (an example of bolt insertion holes, the inner diameter is 10 to 20 mm, for example, 16 mm) along the longitudinal direction are the first and second of the metal upper plate member 113. In an area sandwiched between three square pipes 110 and 112, that is, an L-shaped long side area (length: 1200 mm), a plurality of cylindrical through holes 135 (an example of bolt insertion holes, the inner diameter is 10-20 mm, for example, 16 mm). Here, the cylindrical through-holes 134 and 135 are provided at a pitch of 225 mm, for example, so as to divide the positions from 120 to 180 mm from both ends, for example, 150 mm to the center side, and to divide between these positions at equal intervals. It has been.

また、図8に示すように、第2の金属製下補強板部材128には、長手方向に沿って複数の筒状貫通孔136(内径が5〜15mm、例えば、10mm)が、第2の金属製上補強板部材129には、長手方向に沿って複数の筒状貫通孔137(内径が5〜15mm、例えば、10mm)が設けられている。ここで、筒状貫通孔136、137は、両端からそれぞれ80〜150mm、例えば、100mm中央側に移動した位置と、これらの位置の間を等間隔に分割するように、例えば、200mmピッチで設けられている。 Further, as shown in FIG. 8, the second metal lower reinforcing plate member 128 has a plurality of cylindrical through holes 136 (with an inner diameter of 5 to 15 mm, for example, 10 mm) along the longitudinal direction. The metal upper reinforcing plate member 129 is provided with a plurality of cylindrical through holes 137 (inner diameter is 5 to 15 mm, for example, 10 mm) along the longitudinal direction. Here, the cylindrical through-holes 136 and 137 are provided at a pitch of, for example, 200 mm so as to divide the positions from 80 to 150 mm from both ends, for example, 100 mm toward the center side, and at an equal interval between these positions. It has been.

図7に示すように、第1の角パイプ110には、第1の角パイプ110の第2の角パイプ111側の外側面138及び第3の角パイプ112側の内側面(図8の横内面126)にそれぞれ開口する筒状貫通孔139、140、141(内径が10〜20mm、例えば、16mm)が、第2の角パイプ111には、第2の角パイプ111の外側面142及び内側面にそれぞれ開口する筒状貫通孔143、144、145(内径が10〜20mm、例えば、16mm)が設けられている。 As shown in FIG. 7, the first square pipe 110 includes an outer surface 138 on the second square pipe 111 side and an inner side surface on the third square pipe 112 side of the first square pipe 110 (the side of FIG. 8). The cylindrical through-holes 139, 140, and 141 (inner diameter is 10 to 20 mm, for example, 16 mm) respectively opened on the inner surface 126) are provided in the second square pipe 111, and the outer surface 142 and the inner side of the second square pipe 111 are provided. Cylindrical through-holes 143, 144, and 145 (inner diameter is 10 to 20 mm, for example, 16 mm) are provided on the side surfaces.

ここで、筒状貫通孔139、143は、金属製上板部材113と第1の中間水平部材114で挟まれた領域の端からそれぞれ80〜150mm、例えば、100mm中央側に移動した位置と、これらの位置の間を等間隔に分割するように、例えば、325mmピッチで設けられ、筒状貫通孔140、144は、第1の中間水平部材114、115で挟まれた領域の端からそれぞれ80〜150mm、例えば、100mm中央側に移動した位置と、これらの位置の間を等間隔に分割するように、例えば、325mmピッチで設けられ、筒状貫通孔141、145は、第1の中間水平部材115と金属製下板部材109で挟まれた領域の端からそれぞれ80〜150mm、例えば、100mm中央側に移動した位置と、これらの位置の間を等間隔に分割するように、例えば、325mmピッチで設けられている。 Here, the cylindrical through holes 139 and 143 are moved from the end of the region sandwiched between the metal upper plate member 113 and the first intermediate horizontal member 114 to 80 to 150 mm, for example, 100 mm to the center side, For example, the cylindrical through holes 140 and 144 are provided at intervals of 80 mm from the end of the region sandwiched between the first intermediate horizontal members 114 and 115 so as to divide the positions at equal intervals. ˜150 mm, for example, a position moved to the center side of 100 mm, and so as to divide between these positions at equal intervals, for example, are provided at a pitch of 325 mm, and the cylindrical through holes 141, 145 are the first intermediate horizontal A position moved 80 to 150 mm, for example, 100 mm from the end of the region sandwiched between the member 115 and the metal lower plate member 109, and an interval between these positions. To divide, for example, it is provided at 325mm pitch.

図8に示すように、第3の角パイプ112には、第3の角パイプ112の横内面127及び横内面127に対向する横外面150にそれぞれ開口する筒状貫通孔151、152、153(内径が10〜20mm、例えば、16mm)が設けられている。 As shown in FIG. 8, the third square pipe 112 includes cylindrical through holes 151, 152, 153 (opening on the lateral inner surface 127 of the third square pipe 112 and the lateral outer surface 150 facing the lateral inner surface 127, respectively. The inner diameter is 10 to 20 mm, for example, 16 mm).

ここで、筒状貫通孔151は、金属製上板部材113と第2の中間水平部材116で挟まれた領域の端からそれぞれ80〜150mm、例えば、100mm中央側に移動した位置と、これらの位置の間を等間隔に分割するように、例えば、325mmピッチで設けられ、筒状貫通孔152は、第2の中間水平部材116、117で挟まれた領域の端からそれぞれ80〜150mm、例えば、100mm中央側に移動した位置と、これらの位置の間を等間隔に分割するように、例えば、325mmピッチで設けられ、筒状貫通孔153は、第2の中間水平部材117と金属製下板部材109で挟まれた領域の端からそれぞれ80〜150mm、例えば、100mm中央側に移動した位置と、これらの位置の間を等間隔に分割するように、例えば、325mmピッチで設けられている。 Here, the cylindrical through-holes 151 are moved from the end of the region sandwiched between the metal upper plate member 113 and the second intermediate horizontal member 116 to the center side of 80 to 150 mm, for example, 100 mm. For example, 325 mm pitches are provided to divide the positions at equal intervals, and the cylindrical through holes 152 are 80 to 150 mm from the end of the region sandwiched between the second intermediate horizontal members 116 and 117, for example, In order to divide the position moved to the center of 100 mm and these positions at equal intervals, for example, a pitch of 325 mm is provided, and the cylindrical through-holes 153 are formed between the second intermediate horizontal member 117 and the metal bottom. For example, a position moved to the center side of 80 to 150 mm, for example, 100 mm from the edge of the region sandwiched between the plate members 109, and a space between these positions are divided at equal intervals. 325mm are provided with a pitch.

図7に示すように、第1の中間水平部材114には、第1の中間水平部材114の上、下面154、155にそれぞれ開口する筒状貫通孔156が、第1の中間水平部材115には、第1の中間水平部材115の上、下面157、158にそれぞれ開口する筒状貫通孔159が設けられている。ここで、筒状貫通孔156は、第1の中間水平部材114の両端からそれぞれ30〜80mm、例えば、50mm中央側に移動した位置と、これらの位置の間を等間隔に分割するように、例えば、150mmピッチで設けられている。また、筒状貫通孔159は、第1の中間水平部材115の両端からそれぞれ30〜80mm、例えば、50mm中央側に移動した位置と、これらの位置の間を等間隔に分割するように、例えば、150mmピッチで設けられている。 As shown in FIG. 7, the first intermediate horizontal member 114 has cylindrical through holes 156 that open to the upper and lower surfaces 154 and 155 of the first intermediate horizontal member 114, respectively. Are provided with cylindrical through holes 159 that open on the upper and lower surfaces 157 and 158 of the first intermediate horizontal member 115, respectively. Here, the cylindrical through-holes 156 are each 30 to 80 mm from the both ends of the first intermediate horizontal member 114, for example, a position moved to the center side of 50 mm, and so as to divide between these positions at equal intervals, For example, they are provided at a pitch of 150 mm. In addition, the cylindrical through hole 159 has a position moved from the both ends of the first intermediate horizontal member 115 to the center side of 30 to 80 mm, for example, 50 mm, and a space between these positions is divided at equal intervals, for example, , Provided at a pitch of 150 mm.

図8に示すように、第2の中間水平部材116には、第2の中間水平部材116の上、下面160、161にそれぞれ開口する筒状貫通孔162が、第2の中間水平部材117には、第2の中間水平部材117の上、下面163、164にそれぞれ開口する筒状貫通孔165が設けられている。ここで、筒状貫通孔162は、第2の中間水平部材116の両端からそれぞれ30〜80mm、例えば、50mm中央側に移動した位置と、これらの位置の間を等間隔に分割するように、例えば、300mmピッチで設けられている。また、筒状貫通孔163は、第2の中間水平部材117の両端からそれぞれ30〜80mm、例えば、50mm中央側に移動した位置と、これらの位置の間を等間隔に分割するように、例えば、300mmピッチで設けられている。 As shown in FIG. 8, the second intermediate horizontal member 116 has cylindrical through holes 162 opened on the upper and lower surfaces 160 and 161 of the second intermediate horizontal member 116, respectively. Are provided with cylindrical through-holes 165 that open on the upper and lower surfaces 163 and 164 of the second intermediate horizontal member 117, respectively. Here, the cylindrical through-hole 162 is 30-80 mm from both ends of the second intermediate horizontal member 116, for example, a position moved to the center side of 50 mm, and so as to divide between these positions at equal intervals. For example, it is provided at a pitch of 300 mm. Further, the cylindrical through-hole 163 has a position moved from the both ends of the second intermediate horizontal member 117 to 30 to 80 mm, for example, 50 mm to the center side, and these positions are divided at equal intervals, for example, , Provided at a pitch of 300 mm.

本発明は前記した実施の形態に限定されるものではなく、本発明の要旨を変更しない範囲でその構成を変更することもできる。
また、本発明は具体的数字を用いて説明したが、要旨を変更しない範囲で数値限定を外すことができる。
例えば、第1〜第3の実施の形態では、金属製下板部材を基礎と別体となっている土台に取付けたが、金属製下板部材を基礎と一体となっている土台、即ち、基礎上に形成された土台に取付けることもできる。
The present invention is not limited to the above-described embodiment, and the configuration thereof can be changed without changing the gist of the present invention.
Moreover, although this invention was demonstrated using the specific number, numerical limitation can be removed in the range which does not change a summary.
For example, in the first to third embodiments, the metal lower plate member is attached to a base that is separate from the foundation, but the metal lower plate member is integrated with the foundation, that is, It can also be mounted on a foundation formed on a foundation.

第1、第2の実施の形態では、中間水平部材を角形状(角パイプ)としたが、板状形状とすることも可能である。この場合、第1の実施の形態では、中間水平部材の取り付け位置を、中間水平部材の外側面が平面P上にあるようにするか、又は中間水平部材の内側面が平面Q上にあるようにするか選択する必要がある。
第2の実施の形態では、第1の中間水平部材の取り付け位置を、第1の中間水平部材の外側面が平面R上にあるようにするか、又は第1の中間水平部材の内側面が平面S上にあるようにするか選択すると共に、第2の中間水平部材の取り付け位置を、第2の中間水平部材の外側面が平面T上にあるようにするか、又は第2の中間水平部材の内側面が平面U上にあるようにするか選択する必要がある。
In the first and second embodiments, the intermediate horizontal member has a square shape (square pipe), but it can also have a plate shape. In this case, in the first embodiment, the attachment position of the intermediate horizontal member is set such that the outer side surface of the intermediate horizontal member is on the plane P, or the inner side surface of the intermediate horizontal member is on the plane Q. It is necessary to choose whether or not.
In the second embodiment, the mounting position of the first intermediate horizontal member is set such that the outer surface of the first intermediate horizontal member is on the plane R, or the inner surface of the first intermediate horizontal member is It is selected whether to be on the plane S, and the mounting position of the second intermediate horizontal member is set so that the outer surface of the second intermediate horizontal member is on the plane T, or the second intermediate horizontal member It is necessary to select whether the inner surface of the member is on the plane U.

第1の実施の形態では、金属製下板部材に立設した第1、第2の角パイプの間に更に1又は複数の角パイプを立設することが可能である。この場合、隣り合う角パイプ同士を中間水平部材で連結することになる。
同様に、第2の実施の形態では、金属製下板部材に立設した第1、第2の角パイプの間と、第1、第3の角パイプの間にそれぞれ、更に1又は複数の角パイプを立設することが可能である。この場合、隣り合う角パイプ同士を第1、第2の中間水平部材で連結することになる。
In the first embodiment, one or more square pipes can be further erected between the first and second square pipes erected on the metal lower plate member. In this case, adjacent square pipes are connected by an intermediate horizontal member.
Similarly, in the second embodiment, one or a plurality of one or more square pipes are provided between the first and second square pipes erected on the metal lower plate member and between the first and third square pipes. Square pipes can be erected. In this case, adjacent square pipes are connected by the first and second intermediate horizontal members.

10:建築物補強体、11:基礎、12:土台、13:金属製下板部材、14:第1の角パイプ、15:第2の角パイプ、16:金属製上板部材、17、18:中間水平部材、19:金属製下補強板部材、20:金属製上補強板部材、21:底面、22:上面、22a:下面、23、24、25、26:ボルト挿通孔、27:構造部材、28:横外面、29:横内面、30、30a、31、31a、32、32a:ボルト挿通孔、33:横外面、34:横内面、35、35a、36、36a、37、37a:ボルト挿通孔、38:上面、39:下面、40:上ボルト挿通孔、40a:下ボルト挿通孔、41:上面、42:下面、43:上ボルト挿通孔、43a:下ボルト挿通孔、44:建築物補強体、45:基礎、46:土台、47:金属製下板部材、48:第1の角パイプ、49:第2の角パイプ、50:第3の角パイプ、51:金属製上板部材、52、53:第1の中間水平部材、54、55:第2の中間水平部材、56:上変形防止金物部材、57:下変形防止金物部材、58、59:横内面、60:第1の金属製下補強板部材、61:第1の金属製上補強板部材、62、63、64、65:ボルト挿通孔、66、67:横内面、68:第2の金属製下補強板部材、69:第2の金属製上補強板部材、70、71、72、73:ボルト挿通孔、74:底面、75:上面、75a:下面、76、76a:構造部材、77:横外面、79、79a、80、80a、81、81a:ボルト挿通孔、83、84、85:ボルト挿通孔、86:横外面、88、88a、89、89a、90、90a:ボルト挿通孔、92、93、94:ボルト挿通孔、95:上面、96:下面、97:上ボルト挿通孔、97a:下ボルト挿通孔、98:上面、99:下面、100:上ボルト挿通孔、100a:下ボルト挿通孔、101:上面、102:下面、103:上ボルト挿通孔、103a:下ボルト挿通孔、104:上面、105:下面、106:上ボルト挿通孔、106a:下ボルト挿通孔、107:建築物補強体、108:土台、109:金属製下板部材、110:第1の角パイプ、111:第2の角パイプ、112:第3の角パイプ、113:金属製上板部材、114、115:第1の中間水平部材、116、117:第2の中間水平部材、118:上変形防止金物部材、119:下変形防止金物部材、120:上面、121、122:横内面、123:第1の金属製下補強板部材、124:下面、125:第1の金属製上補強板部材、126、127:横内面、128:第2の金属製下補強板部材、129:第2の金属製上補強板部材、130、131、132、133、134、135、136、137:筒状貫通孔、138:外側面、139、140、141:筒状貫通孔、142:外側面、143、144、145:筒状貫通孔、150:横外面、151、152、153:筒状貫通孔、154:上面、155:下面、156:筒状貫通孔、157:上面、158:下面、159:筒状貫通孔、160:上面、161:下面、162:筒状貫通孔、163:上面、164:下面、165:筒状貫通孔 10: Building reinforcement, 11: foundation, 12: foundation, 13: metal lower plate member, 14: first square pipe, 15: second square pipe, 16: metal upper plate member, 17, 18 : Intermediate horizontal member, 19: metal lower reinforcing plate member, 20: metal upper reinforcing plate member, 21: bottom surface, 22: upper surface, 22a: lower surface, 23, 24, 25, 26: bolt insertion hole, 27: structure Member, 28: lateral outer surface, 29: lateral inner surface, 30, 30a, 31, 31a, 32, 32a: bolt insertion hole, 33: lateral outer surface, 34: lateral inner surface, 35, 35a, 36, 36a, 37, 37a: Bolt insertion hole, 38: upper surface, 39: lower surface, 40: upper bolt insertion hole, 40a: lower bolt insertion hole, 41: upper surface, 42: lower surface, 43: upper bolt insertion hole, 43a: lower bolt insertion hole, 44: Building reinforcement, 45: foundation, 46: foundation, 47: metal bottom Plate member, 48: first square pipe, 49: second square pipe, 50: third square pipe, 51: metal upper plate member, 52, 53: first intermediate horizontal member, 54, 55: Second intermediate horizontal member, 56: Upper deformation preventing metal member, 57: Lower deformation preventing metal member, 58, 59: Horizontal inner surface, 60: First metal lower reinforcing plate member, 61: First metal upper member Reinforcing plate members 62, 63, 64, 65: Bolt insertion holes, 66, 67: Lateral inner surface, 68: Second metal lower reinforcing plate member, 69: Second metallic upper reinforcing plate member, 70, 71 72, 73: bolt insertion hole, 74: bottom surface, 75: upper surface, 75a: lower surface, 76, 76a: structural member, 77: lateral outer surface, 79, 79a, 80, 80a, 81, 81a: bolt insertion hole, 83 84, 85: Bolt insertion hole, 86: Lateral outer surface, 88, 88a, 89, 89a, 90, 90a: Bolt insertion hole, 92, 93, 94: Bolt insertion hole, 95: Upper surface, 96: Lower surface, 97: Upper bolt insertion hole, 97a: Lower bolt insertion hole, 98: Upper surface, 99: Lower surface, 100: Upper bolt Insertion hole, 100a: Lower bolt insertion hole, 101: Upper surface, 102: Lower surface, 103: Upper bolt insertion hole, 103a: Lower bolt insertion hole, 104: Upper surface, 105: Lower surface, 106: Upper bolt insertion hole, 106a: Lower Bolt insertion hole, 107: building reinforcement, 108: base, 109: metal lower plate member, 110: first square pipe, 111: second square pipe, 112: third square pipe, 113: metal Upper plate member 114, 115: first intermediate horizontal member 116, 117: second intermediate horizontal member 118: upper deformation prevention hardware member 119: lower deformation prevention hardware member 120: upper surface 121, 122 Lateral inner surface, 123: first metallic lower reinforcing plate member, 124: lower surface, 125: first metallic upper reinforcing plate member, 126, 127: lateral inner surface, 128: second metallic lower reinforcing plate member, 129: Second metal upper reinforcing plate member, 130, 131, 132, 133, 134, 135, 136, 137: cylindrical through hole, 138: outer surface, 139, 140, 141: cylindrical through hole, 142 : Outer surface, 143, 144, 145: cylindrical through hole, 150: lateral outer surface, 151, 152, 153: cylindrical through hole, 154: upper surface, 155: lower surface, 156: cylindrical through hole, 157: upper surface, 158: lower surface, 159: cylindrical through hole, 160: upper surface, 161: lower surface, 162: cylindrical through hole, 163: upper surface, 164: lower surface, 165: cylindrical through hole

Claims (7)

建物の基礎上に設けられた又は前記基礎上に形成された土台に垂直に取付けられる建築物補強体であって、
前記土台に固定される金属製下板部材と、
前記金属製下板部材の少なくとも両端部に立設された長尺の第1、第2の金属製角形部材と、
前記第1、第2の金属製角形部材の上端を連結する金属製上板部材と、
前記第1、第2の金属製角形部材の中間位置同士を連結する中間水平部材とを有し、
前記金属製上板部材の上面及び下面は機械加工されて前記金属製下板部材の底面に対して平行面となっており、しかも、前記金属製下板部材と前記金属製上板部材にはボルト挿通孔が設けられていることを特徴とする建築物補強体。
A building reinforcement body mounted on a foundation of a building or vertically attached to a foundation formed on the foundation,
A metal lower plate member fixed to the base;
A long first and second metal square member erected on at least both ends of the metal lower plate member;
A metal upper plate member connecting the upper ends of the first and second metal square members;
An intermediate horizontal member connecting intermediate positions of the first and second metal square members;
The upper and lower surfaces of the metal upper plate member are machined to be parallel to the bottom surface of the metal lower plate member, and the metal lower plate member and the metal upper plate member include A building reinforcing body provided with a bolt insertion hole.
請求項1記載の建築物補強体において、前記金属製上板部材、前記金属製下板部材、及び前記第1、第2の金属製角形部材の外側面は平面P上にあり、前記金属製上板部材、前記金属製下板部材、及び前記第1、第2の金属製角形部材の内側面は前記平面Pに平行な平面Q上にあり、かつ、前記中間水平部材の外側端面は前記平面P上に、又は前記中間水平部材の内側端面は前記平面Q上にあることを特徴とする建築物補強体。 The building reinforcing body according to claim 1, wherein outer surfaces of the metal upper plate member, the metal lower plate member, and the first and second metal square members are on a plane P, and are made of the metal. Inner surfaces of the upper plate member, the metal lower plate member, and the first and second metal square members are on a plane Q parallel to the plane P, and an outer end surface of the intermediate horizontal member is the The building reinforcing body according to claim 1, wherein an inner end surface of the intermediate horizontal member is on the plane P or on the plane Q. 請求項1記載の建築物補強体において、前記中間水平部材は角形状であって、前記金属製上板部材、前記金属製下板部材、前記第1、第2の金属製角形部材、及び前記中間水平部材の外側面は平面P上にあり、前記金属製上板部材、前記金属製下板部材、前記第1、第2の金属製角形部材、及び前記中間水平部材の内側面は前記平面Pに平行な平面Q上にあることを特徴とする建築物補強体。 The building reinforcing body according to claim 1, wherein the intermediate horizontal member has a square shape, and the metal upper plate member, the metal lower plate member, the first and second metal square members, and the The outer surface of the intermediate horizontal member is on the plane P, and the inner surface of the metal upper plate member, the metal lower plate member, the first and second metal square members, and the intermediate horizontal member are the planes. A building reinforcement body on a plane Q parallel to P. 角部を有する建物の基礎上に設けられた、又は前記基礎上に形成された土台に固定される平面視してL字状の金属製下板部材と、
前記金属製下板部材の角部、及び該金属製下板部材の少なくとも両端部にそれぞれ立設された第1〜第3の金属製角形部材と、
前記第1〜第3の金属製角形部材の上端を連結する平面視してL字状の金属製上板部材と、
前記第1、第2の金属製角形部材の中間位置同士を連結する第1の中間水平部材と、
前記第1、第3の金属製角形部材の中間位置同士を連結する第2の中間水平部材と、
前記金属製上板部材及び前記金属製下板部材の角部の内側にそれぞれ設けられ、該各角部の変形を防止する上、下変形防止金物部材とを有し、
前記金属製上板部材の上面及び下面は機械加工されて前記金属製下板部材の底面に対して平行面となっており、しかも、前記金属製下板部材と前記金属製上板部材にはボルト挿通孔が設けられていることを特徴とする建築物補強体。
An L-shaped metal lower plate member in plan view that is provided on a foundation of a building having a corner or is fixed to a base formed on the foundation;
Corners of the metal lower plate member, and first to third metal square members respectively erected on at least both ends of the metal lower plate member;
An L-shaped metal upper plate member in plan view connecting the upper ends of the first to third metal square members;
A first intermediate horizontal member connecting intermediate positions of the first and second metal square members;
A second intermediate horizontal member connecting intermediate positions of the first and third metal square members;
The metal upper plate member and the metal lower plate member are respectively provided on the inner sides of the corners, and on top of preventing deformation of the respective corners, the lower deformation prevention hardware member,
The upper and lower surfaces of the metal upper plate member are machined to be parallel to the bottom surface of the metal lower plate member, and the metal lower plate member and the metal upper plate member include A building reinforcing body provided with a bolt insertion hole.
請求項4記載の建築物補強体において、前記金属製上板部材の前記第2の金属製角形部材側に伸びる辺部の外側面、前記金属製下板部材の前記第2の金属製角形部材側に伸びる辺部の外側面、前記第1の金属製角形部材の前記第2の金属製角形部材側の外側面、及び前記第2の金属製角形部材の外側面は平面R上にあり、
前記金属製上板部材の前記第2の金属製角形部材側に伸びる辺部の内側面、前記金属製下板部材の前記第2の金属製角形部材側に伸びる辺部の内側面、前記第1の金属製角形部材の前記第3の金属製角形部材側の内側面、及び前記第2の金属製角形部材の内側面は前記平面Rに平行な平面S上にあり、かつ、前記第1の中間水平部材の外側面は前記平面R上に、又は前記第1の中間水平部材の内側面は前記平面S上にあり、
前記金属製上板部材の前記第3の金属製角形部材側に伸びる辺部の外側面、前記金属製下板部材の前記第3の金属製角形部材側に伸びる辺部の外側面、前記第1の金属製角形部材の前記第3の金属製角形部材側の外側面、及び前記第3の金属製角形部材の外側面は平面T上にあり、
前記金属製上板部材の前記第3の金属製角形部材側に伸びる辺部の内側面、前記金属製下板部材の前記第3の金属製角形部材側に伸びる辺部の内側面、前記第1の金属製角形部材の前記第2の金属製角形部材側の内側面、及び前記第3の金属製角形部材の内側面は前記平面Tに平行な平面U上にあり、かつ、前記第2の中間水平部材の外側面は前記平面T上に、又は前記第2の中間水平部材の内側面は前記平面U上にあることを特徴とする建築物補強体。
5. The building reinforcing body according to claim 4, wherein an outer side surface of a side portion of the metal upper plate member extending toward the second metal square member, and the second metal square member of the metal lower plate member. The outer side surface of the side portion extending to the side, the outer side surface of the first metal square member on the second metal square member side, and the outer side surface of the second metal square member are on the plane R;
An inner side surface of a side portion of the metal upper plate member extending toward the second metal square member side, an inner side surface of a side portion of the metal lower plate member extending toward the second metal square member side, the first The inner side surface of the first metal square member on the third metal square member side and the inner side surface of the second metal square member are on a plane S parallel to the plane R, and The outer surface of the intermediate horizontal member is on the plane R, or the inner surface of the first intermediate horizontal member is on the plane S,
An outer surface of a side portion extending toward the third metal square member of the metal upper plate member, an outer surface of a side portion extending toward the third metal square member of the metal lower plate member, The outer surface of the first metal square member on the third metal square member side and the outer surface of the third metal square member are on a plane T;
An inner side surface of a side portion of the metal upper plate member extending toward the third metal square member side, an inner side surface of a side portion of the metal lower plate member extending toward the third metal square member side, The inner side surface of the first metal square member on the second metal square member side and the inner side surface of the third metal square member are on a plane U parallel to the plane T, and the second side The outer wall of the intermediate horizontal member is on the plane T, or the inner surface of the second intermediate horizontal member is on the plane U.
請求項4記載の建築物補強体において、前記第1、第2の中間水平部材は角形状であって、前記金属製上板部材の前記第2の金属製角形部材側に伸びる辺部の外側面、前記金属製下板部材の前記第2の金属製角形部材側に伸びる辺部の外側面、前記第1の金属製角形部材の前記第2の金属製角形部材側の外側面、前記第2の金属製角形部材の外側面、及び前記第1の中間水平部材の外側面は平面R上にあり、
前記金属製上板部材の前記第2の金属製角形部材側に伸びる辺部の内側面、前記金属製下板部材の前記第2の金属製角形部材側に伸びる辺部の内側面、前記第1の金属製角形部材の前記第3の金属製角形部材側の内側面、前記第2の金属製角形部材の内側面、及び前記第1の中間水平部材の内側面は前記平面Rに平行な平面S上にあり、
前記金属製上板部材の前記第3の金属製角形部材側に伸びる辺部の外側面、前記金属製下板部材の前記第3の金属製角形部材側に伸びる辺部の外側面、前記第1の金属製角形部材の前記第3の金属製角形部材側の外側面、前記第3の金属製角形部材の外側面、及び前記第2の中間水平部材の外側面は平面T上にあり、
前記金属製上板部材の前記第3の金属製角形部材側に伸びる辺部の内側面、前記金属製下板部材の前記第3の金属製角形部材側に伸びる辺部の内側面、前記第1の金属製角形部材の前記第2の金属製角形部材側の内側面、前記第3の金属製角形部材の内側面、及び、前記第2の中間水平部材の内側面は前記平面Tに平行な平面U上にあることを特徴とする建築物補強体。
5. The building reinforcing body according to claim 4, wherein the first and second intermediate horizontal members have a square shape, and are outside a side portion of the metal upper plate member that extends toward the second metal square member. A side surface, an outer surface of a side portion of the metal lower plate member extending toward the second metal square member, an outer surface of the first metal square member on the second metal square member side, the first The outer surface of the metal square member and the outer surface of the first intermediate horizontal member are on the plane R;
An inner side surface of a side portion of the metal upper plate member extending toward the second metal square member side, an inner side surface of a side portion of the metal lower plate member extending toward the second metal square member side, the first An inner side surface of the first metal square member on the side of the third metal square member, an inner side surface of the second metal square member, and an inner side surface of the first intermediate horizontal member are parallel to the plane R. On the plane S,
An outer surface of a side portion extending toward the third metal square member of the metal upper plate member, an outer surface of a side portion extending toward the third metal square member of the metal lower plate member, An outer surface of the first metal square member on the third metal square member side, an outer surface of the third metal square member, and an outer surface of the second intermediate horizontal member are on a plane T;
An inner side surface of a side portion of the metal upper plate member extending toward the third metal square member side, an inner side surface of a side portion of the metal lower plate member extending toward the third metal square member side, The inner side surface of the first metal square member on the second metal square member side, the inner side surface of the third metal square member, and the inner side surface of the second intermediate horizontal member are parallel to the plane T. A building reinforcement body on a flat plane U.
請求項1〜6のいずれか1項に記載の建築物補強体において、前記金属製下板部材の底面は機械加工されて平面が維持されていることを特徴とする建築物補強体。 The building reinforcement body according to any one of claims 1 to 6, wherein a bottom surface of the metal lower plate member is machined to maintain a flat surface.
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