JP7000655B2 - Brace arrangement structure inside the building - Google Patents

Brace arrangement structure inside the building Download PDF

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JP7000655B2
JP7000655B2 JP2017199243A JP2017199243A JP7000655B2 JP 7000655 B2 JP7000655 B2 JP 7000655B2 JP 2017199243 A JP2017199243 A JP 2017199243A JP 2017199243 A JP2017199243 A JP 2017199243A JP 7000655 B2 JP7000655 B2 JP 7000655B2
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brace
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JP2019073871A (en
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崇宏 待永
章 西村
誠子 小関
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Takenaka Corp
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Description

本発明は、建物内部のブレース配置構造に関する。 The present invention relates to a brace arrangement structure inside a building.

特許文献1には、多層駐車場付き建物に関する技術が開示されている。この先行技術では、複数の梁を所定の階高間隔で配し、複数の梁にわたるブレースを設けてなる一方向トラスを水平方向に所定の間隔をおいて配してなる支持構造体を備えている。一方向トラスと直交する方向の、梁とブレースとの交点間を車室とし、一方向トラスと同一方向の、梁とブレースとの交点間に、一方向トラスと直交して車路を設けたことを特徴としている。 Patent Document 1 discloses a technique relating to a building with a multi-story parking lot. This prior art comprises a support structure in which multiple beams are arranged at predetermined floor height intervals and unidirectional trusses provided with braces over the multiple beams are arranged horizontally at predetermined intervals. There is. The passenger compartment is located between the intersections of the beam and the brace in the direction orthogonal to the one-way truss, and the lane is provided perpendicular to the one-way truss between the intersections of the beam and the brace in the same direction as the one-way truss. It is characterized by that.

特許文献2には、内部に駐車区画を有する自走式の駐車場の構造に関する技術が開示されている。この先行技術では、張間方向では、H型鋼からなる本柱を立設し、本柱に大梁を架設し、大梁の中間部下面を間柱で支えている。必要な柱材の内、半数程度を間柱として鉛直加重のみを支える構造とし、残りを本柱とし、鉛直荷重に加えて、水平荷重に対抗している。間柱材を採用した張間方向では、方杖を採用して柱の働き長さを短くし、H形鋼を強軸方向で使うことにより、大きな水平荷重に対抗している。また、桁行方向の水平耐力に対しては、ブレースで対抗している。 Patent Document 2 discloses a technique relating to the structure of a self-propelled parking lot having a parking lot inside. In this prior art, in the direction of the tension, a main pillar made of H-shaped steel is erected, a girder is erected on the main pillar, and the lower surface of the middle portion of the girder is supported by the studs. About half of the required pillars are studs to support only the vertical load, and the rest are the main pillars to counter the horizontal load in addition to the vertical load. In the stud direction, which uses stud material, a square cane is used to shorten the working length of the pillar, and H-shaped steel is used in the strong axial direction to counter large horizontal loads. In addition, the horizontal strength in the girder direction is countered by braces.

特許文献3には、車路に面して複数の駐車スペースが設けられている駐車場に関する技術が開示されている。この先行技術では、車路を挟んだ両側に、車路に沿って間隔をあけて複数の柱がそれぞれ設けられている。また、車路の長手方向に沿って隣接する柱にわたる車路方向梁が設けてあると共に、車路を挟んで隣接する柱にわたる交差方向梁が設けられている。そして、車路に対して平面的に斜めの入庫角度の駐車スペースが、車路に面して複数設けてあり、交差方向梁は、駐車スペースの斜めの入庫角度に沿わせて配置されていると共に、駐車スペースどうしの間に位置する補強手段を備えている。 Patent Document 3 discloses a technique relating to a parking lot in which a plurality of parking spaces are provided facing the road. In this prior art, a plurality of pillars are provided on both sides of the lane at intervals along the lane. Further, a lane direction beam is provided over the adjacent pillars along the longitudinal direction of the lane, and an intersection directional beam is provided over the adjacent pillars across the lane. A plurality of parking spaces having a warehousing angle diagonal to the lane are provided facing the lane, and the crossing direction beams are arranged along the diagonal warehousing angle of the parking space. At the same time, it is equipped with reinforcing means located between parking spaces.

ここで、柱と梁で構成された柱梁架構をブレース材で補強した建物が知られている。このように柱梁架構をブレース材で補強した建物は、建物内部に柱とブレース材とが設けられるので、視認性が悪くなる。よって、柱を削減し、視認性を向上することが求められている。 Here, a building in which a column-beam frame composed of columns and beams is reinforced with brace material is known. In a building in which the column-beam frame is reinforced with a brace material in this way, the columns and the brace material are provided inside the building, so that the visibility is deteriorated. Therefore, it is required to reduce the number of pillars and improve visibility.

特開平7-62916号公報Japanese Unexamined Patent Publication No. 7-62916 特開2003-253901号公報Japanese Patent Application Laid-Open No. 2003-253901 特開2013-76209号公報Japanese Unexamined Patent Publication No. 2013-76209

本発明は、上記事実に鑑み、建物内部の柱を削減し、視認性を向上させることが目的である。 In view of the above facts, an object of the present invention is to reduce the number of pillars inside a building and improve visibility.

請求項1の発明は、平面視で交差するX方向及びY方向におけるY方向に沿った柱梁構面を形成する柱梁架構がX方向に間隔をあけて複数設けられた柱梁架構群と、前記柱梁架構を構成する柱と柱のY方向の中間部に、前記柱梁架構のY方向に沿ったY方向梁と交差するX方向に沿って設けられたX方向梁と、前記Y方向梁に沿って配置される共にX方向に間隔をあけて設けられ、前記Y方向梁と前記X方向梁との交差部に上端部が接合されたV字及び逆V字の一方の形状の第一ブレースと、前記X方向梁に沿って配置されると共にX方向に連続して設けられ、前記第一ブレースが接合された前記交差部に上端部が接合されたV字及び逆V字の他方の形状の第二ブレースと、を備えた建物内部のブレース配置構造である。 The invention of claim 1 is a group of beam-beam structures in which a plurality of beam-beam structures forming a beam-beam structure along the X-direction and the Y-direction intersecting in a plan view are provided at intervals in the X-direction. An X-direction beam provided along the X-direction intersecting the Y-direction beam along the Y-direction of the pillar-beam structure at an intermediate portion between the pillars constituting the pillar-beam structure and the Y-direction, and the Y-direction beam. One of V-shaped and inverted V-shaped, which is arranged along the directional beam and is provided at intervals in the X direction, and the upper end is joined to the intersection of the Y-direction beam and the X-direction beam. A V-shape and an inverted V-shape that are arranged along the X-direction beam and are continuously provided in the X-direction, and the upper end is joined to the intersection to which the first brace is joined. It is a brace arrangement structure inside the building with a second brace of the other shape of.

請求項1に記載の発明では、X方向梁とY方向梁とが交差する交差部に第一ブレースと第二ブレースとを集めて接合することで、交差部の柱を削減することができる。よって、建物内部の柱が削減されるので、視認性が向上する。 In the invention according to claim 1, the number of columns at the intersection can be reduced by collecting and joining the first brace and the second brace at the intersection where the X-direction beam and the Y-direction beam intersect. Therefore, the number of pillars inside the building is reduced, and the visibility is improved.

請求項2の発明は、前記第一ブレースと前記第一ブレースとの間は、車両がY方向を車両前後方向として駐車する駐車スペースである、請求項1に記載の建物内部のブレース配置構造である。 The invention of claim 2 is the brace arrangement structure inside the building according to claim 1, wherein the space between the first brace and the first brace is a parking space in which the vehicle parks with the Y direction as the vehicle front-rear direction. be.

請求項2に記載の発明では、建物内部の柱が削減され、視認性が向上しているので、柱が削減されていない場合と比較し、車両の駐車スペースへの駐車が容易である。 In the invention according to claim 2, since the pillars inside the building are reduced and the visibility is improved, it is easier to park the vehicle in the parking space as compared with the case where the pillars are not reduced.

本発明によれば、建物内部の柱を削減し、視認性を向上させることができる。 According to the present invention, it is possible to reduce the number of pillars inside the building and improve the visibility.

実施形態の建物の建物内部の平面図である。It is a top view of the inside of the building of the embodiment. (A)は図1の建物内部の要部を拡大した拡大平面図であり、(B)は(A)をX方向から見た場合の第一ブレースを示す図であり、(C)は(A)をY方向から見た場合の第二ブレースを示す図である。(A) is an enlarged plan view of the main part inside the building of FIG. 1, (B) is a diagram showing the first brace when (A) is viewed from the X direction, and (C) is a diagram showing (C). It is a figure which shows the 2nd brace when A) is seen from the Y direction. 第一ブレース及び第二ブレースの斜視図である。It is a perspective view of the 1st brace and the 2nd brace.

<実施形態>
本発明の一実施形態の建物内部のブレース配置構造について説明する。なお、各図における水平方向の直交する二方向をX方向及びY方向とし、それぞれ矢印X及び矢印Yで示している。また、鉛直方向をZ方向とし、矢印Zで示している。
<Embodiment>
The brace arrangement structure inside the building according to the embodiment of the present invention will be described. In each figure, the two horizontal directions orthogonal to each other are the X direction and the Y direction, and are indicated by arrows X and Y, respectively. Further, the vertical direction is the Z direction, which is indicated by an arrow Z.

[構造]
まず、ブレース配置構造が適用された建物の構造について説明する。
[Construction]
First, the structure of the building to which the brace arrangement structure is applied will be described.

図1に示す本実施形態の建物12は、ラーメン構造であり、複数の階層を備えた自走式の立体駐車場である。建物12の建物内部14における各階層のフロア16には、車両80が走行する車路18や車両80が駐車する駐車スペース20等が設けられている。また、車路18を挟んだY方向の両側には、複数の柱24がX方向に沿って間隔をあけて設けられている。 The building 12 of the present embodiment shown in FIG. 1 has a rigid frame structure and is a self-propelled multi-storey car park having a plurality of floors. On the floor 16 of each floor in the building interior 14 of the building 12, a lane 18 on which the vehicle 80 travels, a parking space 20 in which the vehicle 80 parks, and the like are provided. Further, on both sides of the road 18 in the Y direction, a plurality of pillars 24 are provided at intervals along the X direction.

図2(A)に示すように、建物内部14には、Y方向梁54とX方向梁40、42とが平面視で格子状に配置されている。Y方向梁54とX方向梁42とは、柱24に接合されている。X方向梁40は、柱24と柱24との中間部に配置され、Y方向梁54と接合されている。つまり、Y方向梁54とX方向梁40との交差部90には、柱24は配置されていない。なお、図3の一点鎖線は、Y方向梁54及びX方向梁40の中心線を示している。 As shown in FIG. 2A, the Y-direction beams 54 and the X-direction beams 40 and 42 are arranged in a grid pattern in a plan view inside the building 14. The Y-direction beam 54 and the X-direction beam 42 are joined to the column 24. The X-direction beam 40 is arranged at an intermediate portion between the pillar 24 and the pillar 24, and is joined to the Y-direction beam 54. That is, the pillar 24 is not arranged at the intersection 90 between the Y-direction beam 54 and the X-direction beam 40. The alternate long and short dash line in FIG. 3 shows the center lines of the Y-direction beam 54 and the X-direction beam 40.

図1及び図2(A)に示すように、本実施形態のブレース配置構造30は、柱梁架構群32、X方向梁40(図2参照)、第一ブレース100(図2参照)及び第二ブレース200(図2参照)を含んで構成されている。 As shown in FIGS. 1 and 2A, the brace arrangement structure 30 of the present embodiment includes a column-beam frame group 32, an X-direction beam 40 (see FIG. 2), a first brace 100 (see FIG. 2), and a first brace. It is configured to include two braces 200 (see FIG. 2).

図2(A)に示すY方向に沿った柱梁構面50は、Y方向梁54と柱24とで構成された柱梁架構52によって形成されている。この柱梁架構52(柱梁構面50)は、X方向に間隔をあけて複数並んで設けられ、柱梁架構群32を構成している。 The column-beam structure 50 along the Y direction shown in FIG. 2A is formed by a column-beam frame 52 composed of a Y-direction beam 54 and a column 24. A plurality of the column-beam frame 52 (column-beam structure surface 50) are provided side by side at intervals in the X direction to form the column-beam frame group 32.

柱梁架構52(柱梁構面50)がX方向に並んだ柱梁架構群32は、図1に示すように、Y方向に間隔をあけて複数設けられ、柱梁架構群32と柱梁架構群32との間が前述した車路18となっている。なお、図1では、Y方向梁54及びX方向梁540、42は、図示されていない。 As shown in FIG. 1, a plurality of column-beam frame groups 32 in which the column-beam structure 52 (column-beam structure surface 50) are arranged in the X direction are provided at intervals in the Y direction, and the column-beam frame group 32 and the column beam are provided. The section between the frame group 32 and the frame group 32 is the above-mentioned lane 18. In FIG. 1, the Y-direction beam 54 and the X-direction beams 540 and 42 are not shown.

図2(A)に示すように、柱梁架構群32のY方向に間隔をあけて配置された柱24と柱24との中間部には、X方向に沿ってX方向梁40が設けられ、Y方向梁54と接合されている。 As shown in FIG. 2A, an X-direction beam 40 is provided along the X-direction at the intermediate portion between the columns 24 and the columns 24 arranged at intervals in the Y direction of the column-beam frame group 32. , Joined with the Y-direction beam 54.

図2(B)及び図3に示すように、Y方向梁54(図2(A)参照)の下側にY方向梁54に沿って逆V字状の第一ブレース100が設けられている(図1も参照)。第一ブレース100は、X方向に間隔をあけて各Y方向梁54(図2(A)参照)の下側に設けられている。第一ブレース100の上端部102は、Y方向梁54とX方向梁40との交差部90(図2(A)参照)に接合されている。 As shown in FIGS. 2B and 3, an inverted V-shaped first brace 100 is provided below the Y-direction beam 54 (see FIG. 2A) along the Y-direction beam 54. (See also Figure 1). The first brace 100 is provided on the lower side of each Y-direction beam 54 (see FIG. 2A) at intervals in the X direction. The upper end 102 of the first brace 100 is joined to the intersection 90 (see FIG. 2A) between the Y-direction beam 54 and the X-direction beam 40.

図2(C)及び図3に示すように、X方向梁40の下側にX方向梁40(図2(A)参照)に沿ってV字状の第二ブレース200が設けられている(図1も参照)。第二ブレース200は、X方向に連続して設けられている。第二ブレース200の上端部202は、第一ブレース100の上端部102が接合された交差部90(図2(A)参照)に接合されている。 As shown in FIGS. 2C and 3, a V-shaped second brace 200 is provided below the X-direction beam 40 along the X-direction beam 40 (see FIG. 2A) (see FIG. 2A). See also Figure 1). The second brace 200 is continuously provided in the X direction. The upper end 202 of the second brace 200 is joined to the intersection 90 (see FIG. 2A) to which the upper end 102 of the first brace 100 is joined.

図1に示すように、第一ブレース100と第一ブレース100との間は、一台又は複数台の車両80がY方向を車両前後方向として駐車する駐車スペース20となっている。 As shown in FIG. 1, between the first brace 100 and the first brace 100, there is a parking space 20 in which one or more vehicles 80 are parked with the Y direction as the vehicle front-rear direction.

[作用及び効果]
次に、本実施形態の作用及び効果について説明する。
[Action and effect]
Next, the operation and effect of this embodiment will be described.

Y方向梁54とX方向梁40とが交差する交差部90に、第一ブレース100の上端部102と第二ブレース200の上端部202とを集めて接合することで、交差部90の柱24を削減することができる。よって、建物内部14の柱24が削減されるので、視認性が向上すると共に建築コストを削減することができる。 The pillar 24 of the intersection 90 is formed by collecting and joining the upper end 102 of the first brace 100 and the upper end 202 of the second brace 200 to the intersection 90 where the Y-direction beam 54 and the X-direction beam 40 intersect. Can be reduced. Therefore, since the pillars 24 of the building interior 14 are reduced, the visibility can be improved and the construction cost can be reduced.

そして、建物内部14の柱24が削減され、視認性が向上しているので、柱24が削減されていない場合と比較し、車両80の駐車スペース20への駐車が容易になる。 Then, since the pillars 24 of the building interior 14 are reduced and the visibility is improved, it becomes easier to park the vehicle 80 in the parking space 20 as compared with the case where the pillars 24 are not reduced.

<その他>
尚、本発明は上記実施形態に限定されない。
<Others>
The present invention is not limited to the above embodiment.

例えば、上記実施形態では、第一ブレース100は逆V字状で、第二ブレース200はV字状であったが、これに限定されない。第一ブレースはV字状で、第二ブレースは逆V字状であってもよい。なお、この場合も第一ブレース及び第二ブレースの上端部は、交差部90に接合される。 For example, in the above embodiment, the first brace 100 has an inverted V shape and the second brace 200 has a V shape, but the present invention is not limited thereto. The first brace may be V-shaped and the second brace may be inverted V-shaped. Also in this case, the upper end portions of the first brace and the second brace are joined to the intersection 90.

また、上記実施形態では、第一ブレース100及び第二ブレース200は、一層に設けられていたが、これに限定されない。第一ブレース100及び第二ブレース200は、複数層に跨って設けられていてもよい。 Further, in the above embodiment, the first brace 100 and the second brace 200 are provided in one layer, but the present invention is not limited thereto. The first brace 100 and the second brace 200 may be provided over a plurality of layers.

また、本実施形態の建物12は、立体駐車場であったが、これに限定されない。立体駐車場以外の建物に本発明を適用してもよい。 Further, the building 12 of the present embodiment is a multi-story parking lot, but the present invention is not limited to this. The present invention may be applied to a building other than a multi-storey car park.

更に、本発明の要旨を逸脱しない範囲において種々なる態様で実施し得る。 Further, it can be carried out in various embodiments without departing from the gist of the present invention.

12 建物
14 建物内部
24 柱
30 ブレース配置構造
32 柱梁架構群
40 X方向梁
50 柱梁構面
52 柱梁架構
54 Y方向梁
100 第一ブレース
102 上端部
200 第二ブレース
202 上端部
12 Building 14 Inside the building 24 Pillars 30 Brace arrangement structure 32 Pillar beam frame group 40 X direction beam 50 Pillar beam structure 52 Pillar beam frame 54 Y direction beam 100 1st brace 102 Upper end 200 2nd brace 202 Upper end

Claims (2)

平面視で交差するX方向及びY方向におけるY方向に沿った柱梁構面を形成する柱梁架構がX方向に間隔をあけて複数設けられた柱梁架構群と、
前記柱梁架構を構成する柱と柱とのY方向の中間部に、前記柱梁架構のY方向に沿ったY方向梁と交差するX方向に沿って設けられたX方向梁と、
前記Y方向梁に沿って配置される共にX方向に間隔をあけて設けられ、前記Y方向梁と前記X方向梁との交差部に上端部が接合されたV字及び逆V字の一方の形状の第一ブレースと、
前記X方向梁に沿って配置されると共にX方向に連続して設けられ、前記第一ブレースが接合された前記交差部に上端部が接合されたV字及び逆V字の他方の形状の第二ブレースと、
を備えた建物内部のブレース配置構造。
A group of column-beam frames in which a plurality of column-beam frames forming a column-beam structure along the Y direction in the X and Y directions intersecting in a plan view are provided at intervals in the X direction.
An X-direction beam provided along the X-direction intersecting the Y-direction beam along the Y-direction of the column-beam frame at an intermediate portion between the columns constituting the column-beam frame in the Y-direction.
One of a V-shape and an inverted V-shape that are arranged along the Y-direction beam and are provided at intervals in the X-direction, and the upper end is joined to the intersection of the Y-direction beam and the X-direction beam. The first brace in the shape of
The other shape of the V-shape and the inverted V-shape, which are arranged along the X-direction beam and are continuously provided in the X-direction and whose upper end is joined to the intersection to which the first brace is joined. With two braces,
Brace arrangement structure inside the building with.
前記第一ブレースと前記第一ブレースとの間は、車両がY方向を車両前後方向として駐車する駐車スペースである、
請求項1に記載の建物内部のブレース配置構造。
Between the first brace and the first brace is a parking space in which the vehicle parks with the Y direction as the vehicle front-rear direction.
The brace arrangement structure inside the building according to claim 1.
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JP7368987B2 (en) * 2019-09-12 2023-10-25 株式会社北川鉄工所 Self-propelled multilevel parking lot

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JP2003253901A (en) 2002-03-04 2003-09-10 Jun Kobayashi Structure of parking space
JP2008156834A (en) 2006-12-21 2008-07-10 Ishikawajima Constr Materials Co Ltd Column structure of self-propelling parking area

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JPS63147032A (en) * 1986-12-10 1988-06-20 今川 憲英 Construction having tensile string beam floor structure
JPH0762916A (en) * 1993-08-31 1995-03-07 Shimizu Corp Building with multistory parking garage constructed on existing structure
JPH1088842A (en) * 1996-09-18 1998-04-07 Ishikawajima Harima Heavy Ind Co Ltd Steel frame structure of building for coalition parking tower

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JP2003253901A (en) 2002-03-04 2003-09-10 Jun Kobayashi Structure of parking space
JP2008156834A (en) 2006-12-21 2008-07-10 Ishikawajima Constr Materials Co Ltd Column structure of self-propelling parking area

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