JP7034868B2 - Column-beam joint structure - Google Patents

Column-beam joint structure Download PDF

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JP7034868B2
JP7034868B2 JP2018171311A JP2018171311A JP7034868B2 JP 7034868 B2 JP7034868 B2 JP 7034868B2 JP 2018171311 A JP2018171311 A JP 2018171311A JP 2018171311 A JP2018171311 A JP 2018171311A JP 7034868 B2 JP7034868 B2 JP 7034868B2
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joint
piece portion
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reinforcing
column
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JP2020041370A (en
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弘城 赤峯
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YKK AP Inc
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Description

本発明は、カーポートなどの支柱に梁を固定する柱梁接合構造に関する。 The present invention relates to a beam-column joint structure for fixing a beam to a column such as a carport.

従来、支柱と梁を連結部材によって接合するカーポートが知られている(特許文献1参照)。連結部材は、支柱内に位置する筒状半部と梁内に位置する他の筒状半部とをリベットによって接合して構成されている。 Conventionally, a carport in which a support column and a beam are joined by a connecting member is known (see Patent Document 1). The connecting member is configured by joining a tubular half portion located in a column and another tubular half portion located in a beam by rivets.

実用新案登録第3113443号Utility model registration No. 3113443

特許文献1に記載のカーポートでは、支柱側の筒状半部と梁側の他の筒状半部とがリベットによって接合することで連結部材が構成されているので、連結部材を支柱に上端から差し込むためには、一旦、連結部材を支柱の上端よりも高い位置に持ち上げる必要があり、支柱に差し込む筒状半部が長く形成されるほど連結部材をより高い位置に持ち上げる必要があって施工が困難となる。
ここで、前述した連結部材に代えて、支柱内に上下方向に延びた筒状の補強材を配置し、この補強材にブラケットを介して梁を固定することで支柱と梁を接合する構造を採用し、前述した連結部材を高い位置に持ち上げる必要をなくすことが考えられる。このような構造とする場合には、梁に鉛直荷重が加わる際に支柱が耐えられるように補強材の断面力を十分に発揮可能な柱梁接合構造とすることが望まれる。
In the carport described in Patent Document 1, since the connecting member is formed by joining the tubular half portion on the support column side and the other tubular half portion on the beam side by rivets, the connecting member is attached to the upper end of the support column. In order to insert from, it is necessary to once lift the connecting member to a position higher than the upper end of the column, and the longer the tubular half part to be inserted into the column is formed, the higher the connecting member needs to be lifted. Becomes difficult.
Here, instead of the above-mentioned connecting member, a tubular reinforcing material extending in the vertical direction is arranged in the column, and the beam is fixed to the reinforcing material via a bracket to join the column and the beam. It is conceivable to adopt it and eliminate the need to lift the above-mentioned connecting member to a high position. In the case of such a structure, it is desired to have a beam-column joint structure capable of sufficiently exerting the cross-sectional force of the reinforcing material so that the column can withstand a vertical load applied to the beam.

本発明の目的は、支柱と梁の接合強度を向上できる柱梁接合構造を提供することにある。 An object of the present invention is to provide a column-beam joint structure capable of improving the joint strength between a column and a beam.

本発明の柱梁接合構造は、支柱に梁が固定されて構成される柱梁接合構造であって、前記支柱は、筒状の支柱本体と、前記支柱本体内において当該支柱本体を補強する上下方向に延びた補強材とを備えており、前記補強材は、補強前片部、補強後片部、第一補強側片部および第二補強側片部を有していると共に、前記補強前片部、前記補強後片部、前記第一補強側片部および前記第二補強側片部によって中空部を形成しており、前記支柱には、前記梁が接合される接合体が固定されており、前記補強材の中空部には、前記第一補強側片部に沿った第一裏当片部と、前記第一裏当片部につながれていると共に前記第二補強側片部に沿った第二裏当片部とを有した裏当体が配置されており、前記接合体は、前記第一裏当片部との間に前記支柱本体および前記第一補強側片部を挟んで当該第一裏当片部に固定されており、前記第二裏当片部は、前記第二補強側片部に固定されていることを特徴とする。 The beam-column joint structure of the present invention is a beam-column joint structure in which a beam is fixed to a column, and the column has a tubular column body and upper and lower columns that reinforce the column body in the column body. It is provided with a reinforcing material extending in a direction, and the reinforcing material has a reinforcing front piece portion, a reinforcing rear piece portion, a first reinforcing side piece portion, and a second reinforcing side piece portion, and the reinforcing material is before the reinforcement. A hollow portion is formed by one portion, the reinforced rear piece portion, the first reinforced side piece portion, and the second reinforced side piece portion, and a joint body to which the beam is joined is fixed to the column. The hollow portion of the reinforcing material is connected to the first backing piece portion along the first reinforcing side piece portion and the first backing piece portion and along the second reinforcing side piece portion. A back support body having the second back support piece portion is arranged, and the joint body sandwiches the strut body and the first reinforcement side piece portion between the first back support piece portion and the support body. It is fixed to the first backing piece portion, and the second backing piece portion is fixed to the second reinforcing side piece portion.

本発明によれば、支柱と梁の接合強度を向上できる柱梁接合構造を提供することができる。 According to the present invention, it is possible to provide a column-beam joint structure capable of improving the joint strength between a column and a beam.

本発明の実施形態に係るカーポートを示す斜視図。The perspective view which shows the carport which concerns on embodiment of this invention. 前記実施形態に係るカーポートを前方から示す正面図。The front view which shows the carport which concerns on the said embodiment from the front. 前記実施形態に係るカーポートの柱梁接合部を展開して示す斜視図。The perspective view which shows the pillar-beam joint part of the carport which concerns on the said embodiment unfolded. 前記実施形態に係るカーポートの柱梁接合部を示す平面図。The plan view which shows the column-beam joint part of the carport which concerns on the said embodiment. 前記実施形態に係るカーポートの柱梁接合部を示す縦断面図。The vertical sectional view which shows the column-beam joint part of the carport which concerns on the said embodiment. 前記実施形態に係るカーポートの接合体を示す説明図。Explanatory drawing which shows the joint body of the carport which concerns on the said embodiment. 前記実施形態に係るカーポートの補強接合体を示す説明図。Explanatory drawing which shows the reinforcement joint body of the carport which concerns on the said embodiment. 前記実施形態に係るカーポートの裏当体を展開して示す斜視図。The perspective view which shows unfolding the back body of the carport which concerns on the said embodiment. 前記実施形態に係るカーポートの裏当体を展開して示す斜視図。The perspective view which shows unfolding the back body of the carport which concerns on the said embodiment.

[本実施形態の構成]
以下、本発明の実施形態を図面に基づいて説明する。
図1および図2において、本実施形態に係る屋根構造体としてのカーポート1は、駐車スペースに設置される前側二つの支柱2Aおよび後側二つの支柱2Bと、二つの支柱2Aの上部に接合された前側の梁3Aと、二つの支柱2Bの上部に接合された後側の梁3Bと、梁3A,3Bに複数の束4を介して支持された屋根5とを備えている。
以下の説明において、カーポート1の間口方向はX軸方向とし、カーポート1の奥行方向はY軸方向とし、カーポート1の上下方向はZ軸方向とする。X,Y,Z軸方向は互いに直交している。
[Structure of this embodiment]
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
In FIGS. 1 and 2, the carport 1 as a roof structure according to the present embodiment is joined to two front columns 2A and two rear columns 2B installed in a parking space and the upper part of the two columns 2A. The front beam 3A is provided, the rear beam 3B joined to the upper part of the two columns 2B, and the roof 5 supported by the beams 3A and 3B via a plurality of bundles 4.
In the following description, the frontage direction of the carport 1 is the X-axis direction, the depth direction of the carport 1 is the Y-axis direction, and the vertical direction of the carport 1 is the Z-axis direction. The X, Y, and Z axis directions are orthogonal to each other.

二つの支柱2AはX軸方向に間隔を隔てて配置されており、これら上部に梁3Aの両端が接合されて前側の門型フレームを構成している。二つの支柱2BはX軸方向に間隔を隔てて配置されており、これら上部に梁3Bの両端が接合されて後側の門型フレームを構成している。二つの支柱2A間の間隔および二つの支柱2B間の間隔は、駐車スペースに駐車する車等の台数に応じて適宜設定される。二つの支柱2AのZ軸方向における上下寸法は、二つの支柱2BのZ軸方向における上下寸法よりも大きくされており、これにより、門型フレームに束4を介して支持された屋根5に勾配が設定されている。
支柱2A,2Bは、上下寸法が異なること以外は互いに同様に構成されているので、支柱2Aについて詳細に説明し、支柱2Bについての説明を省略する。
支柱2Aは、図3に示すように、アルミ押出形材によって形成された支柱本体20と、支柱本体20を補強するZ軸方向に延びたスチール製の補強材25とを備えている。支柱本体20は、図4に示すように、前片部21、後片部22および一対の側片部23,24を有して角筒状に形成されており、前片部21、後片部22および側片部23,24によって中空部201が形成されている。Y軸方向に沿った側片部23,24は、後片部22よりも後側に延出しており、これら後部にカバー202が取り付けられることで樋配置用空間が形成されている。側片部23に対してX軸方向外側に位置する側片部24には、後述する第二補強側片部29に当接した凸部241およびビスホール部242が形成されている。
補強材25は、補強前片部26、補強後片部27、第一補強側片部28および第二補強側片部29を有して角丸筒状に形成されており、補強前片部26、補強後片部27、第一補強側片部28および第二補強側片部29によって中空部251が形成されている。補強後片部27は後片部22に沿って当接しており、第一補強側片部28は側片部23に沿って当接しており、第二補強側片部29は、側片部24に沿って配置されていると共に凸部241およびビスホール部242に当接している。
The two columns 2A are arranged at intervals in the X-axis direction, and both ends of the beam 3A are joined to the upper portions thereof to form a front gate-shaped frame. The two columns 2B are arranged at intervals in the X-axis direction, and both ends of the beam 3B are joined to the upper portions thereof to form a rear gate-shaped frame. The distance between the two pillars 2A and the distance between the two pillars 2B are appropriately set according to the number of cars and the like parked in the parking space. The vertical dimension of the two columns 2A in the Z-axis direction is larger than the vertical dimension of the two columns 2B in the Z-axis direction, so that the roof 5 is inclined to the roof 5 supported by the gantry frame via the bundle 4. Is set.
Since the columns 2A and 2B are configured in the same manner as each other except that the vertical dimensions are different, the columns 2A will be described in detail, and the description of the columns 2B will be omitted.
As shown in FIG. 3, the support column 2A includes a support column main body 20 formed of an extruded aluminum profile and a steel reinforcing member 25 extending in the Z-axis direction to reinforce the support column main body 20. As shown in FIG. 4, the support column main body 20 has a front piece portion 21, a rear piece portion 22, and a pair of side piece portions 23, 24 and is formed in a square tube shape. The hollow portion 201 is formed by the portions 22 and the side piece portions 23 and 24. The side piece portions 23 and 24 along the Y-axis direction extend to the rear side of the rear piece portion 22, and the cover 202 is attached to these rear portions to form a gutter arrangement space. The side piece portion 24 located outside in the X-axis direction with respect to the side piece portion 23 is formed with a convex portion 241 and a screw hole portion 242 that are in contact with the second reinforcing side piece portion 29, which will be described later.
The reinforcing material 25 has a reinforcing front piece portion 26, a reinforcing rear piece portion 27, a first reinforcing side piece portion 28, and a second reinforcing side piece portion 29, and is formed in a rounded corner tube shape. A hollow portion 251 is formed by 26, a reinforcing rear piece portion 27, a first reinforcing side piece portion 28, and a second reinforcing side piece portion 29. The reinforced rear piece portion 27 is in contact with the rear piece portion 22, the first reinforcing side piece portion 28 is in contact with the side piece portion 23, and the second reinforced side piece portion 29 is in contact with the side piece portion. It is arranged along 24 and is in contact with the convex portion 241 and the screw hole portion 242.

梁3A,梁3Bは互いに同様に構成されているので、梁3Aについて詳細に説明し、梁3Bについての説明を省略する。
梁3Aは、アルミ押出形材によって形成されて図2に示すようにX軸方向に延びており、図3~図5に示すように梁上面部31、梁下面部32およびこれらを連結した一対の梁側面部33,34を有して中空枠状に形成されている。梁上面部31のX軸方向における端部には、後述する接合体11がボルト接合される複数の貫通孔35と位置合せ用のガイド孔36とが形成されており、梁下面部32のX軸方向における端部には、接合体11がボルト接合される複数の貫通孔37が形成されている。
Since the beam 3A and the beam 3B are configured in the same manner as each other, the beam 3A will be described in detail and the description of the beam 3B will be omitted.
The beam 3A is formed of an extruded aluminum profile and extends in the X-axis direction as shown in FIG. 2, and as shown in FIGS. 3 to 5, the beam upper surface portion 31, the beam lower surface portion 32, and a pair connecting them are connected. It has the beam side surface portions 33 and 34 and is formed in a hollow frame shape. At the end of the beam upper surface portion 31 in the X-axis direction, a plurality of through holes 35 to which the joint body 11 described later is bolted and a guide hole 36 for alignment are formed, and the X of the beam lower surface portion 32 is formed. A plurality of through holes 37 to which the joined body 11 is bolted are formed at the end portion in the axial direction.

束4は、アルミ押出形材によって形成された束材41と、束材41内に配置されたスチール製の束補強材(図示省略)とによって構成されており、梁3A,3Bの梁上面部31に立設されていると共に上端が屋根5の後述する上梁6に取り付けられている。 The bundle 4 is composed of a bundle member 41 formed of an extruded aluminum profile and a steel bundle reinforcing material (not shown) arranged in the bundle member 41, and is a beam upper surface portion of the beams 3A and 3B. It is erected on 31 and its upper end is attached to the upper beam 6 described later of the roof 5.

屋根5は、図1および図2に示すように、束4に取り付けられたX軸方向に延びた上梁6と、上梁6の両端に取り付けられて四周枠組みされた屋根枠7と、屋根枠7内に並設された複数の屋根材8とを備えており、屋根材8はY軸方向に沿っている。上梁6、屋根枠7および屋根材8はアルミ押出形材によって形成されている。 As shown in FIGS. 1 and 2, the roof 5 includes an upper beam 6 attached to the bundle 4 extending in the X-axis direction, a roof frame 7 attached to both ends of the upper beam 6 and having a four-circumferential framework, and a roof. A plurality of roofing materials 8 arranged side by side in the frame 7 are provided, and the roofing materials 8 are along the Y-axis direction. The upper beam 6, the roof frame 7, and the roof material 8 are formed of an extruded aluminum profile.

図3~図5は、図2に1点鎖線で囲んだ要部を示しており、支柱2Aに接合され且つ梁3Aが接合される接合体11および補強接合体12と、補強材25の中空部251に配置された裏当体13とによって柱梁接合構造が構成されている。なお、支柱2Bおよび梁3Bも当該柱梁接合構造と同様の構造とされている。 3 to 5 show the main part surrounded by the alternate long and short dash line in FIG. 2, and the joint 11 and the reinforcing joint 12 joined to the column 2A and the beam 3A are joined, and the hollow of the reinforcing material 25. A beam-column joint structure is configured by the back support body 13 arranged in the portion 251. The columns 2B and beams 3B have the same structure as the column-beam joint structure.

接合体11は、図6に示すように、接合縦片部111と、接合縦片部111から延出した上下の接合上片部112および接合下片部113と、接合縦片部111から延出していると共に接合上片部112および接合下片部113をつないだ複数の補強縦リブ114とを有している。接合縦片部111には複数の貫通孔111Aが形成されており、接合上片部112には複数の固定孔112Aが形成されており、接合下片部113には複数の固定孔113A(図3参照)が形成されている。接合体11のカーポート1への設置状態では、接合縦片部111はZ軸方向に沿って配置され、接合上片部112および接合下片部113はX軸方向に沿って配置される。接合上片部112のX軸方向における延出寸法は、接合下片部113のX軸方向における延出寸法よりも大きい寸法とされている。
複数の補強縦リブ114は、Y軸方向に等間隔を隔てて配置されており、Z軸方向における中間部分が円弧状に窪んで形成されている。複数の補強縦リブ114の間には前述した貫通孔111Aおよび固定孔112A,113Aがそれぞれ配置されている。本実施形態では、接合上片部112には、固定孔112Aの貫通孔35に対する位置合せ用のガイド孔112Bが形成されている。ここで、ガイド孔36,112Bには、位置合せピン(図示省略)が挿入されることで、固定孔112Aの貫通孔35に対する位置合わせを行える構成とされている。
接合縦片部111の貫通孔111Aには、固定具としての固定ボルト51が貫通している。当該固定ボルト51は側片部23および第一補強側片部28を貫通して後述する第一裏当片部141に螺合しており、これにより、接合縦片部111および第一裏当片部141の間に側片部23および第一補強側片部28を挟み込んでいる。
接合上片部112の固定孔112Aには、固定具としての固定ボルト51が螺合している。当該固定ボルト51は後述する補強接合下片部122の貫通孔122Aおよび梁上面部31の貫通孔35に貫通しており、これにより、補強接合下片部122および接合上片部112の間に梁上面部31を挟み込んでいる。
接合下片部113の固定孔113Aには、固定具としての固定ボルト51が螺合している。当該固定ボルト51は後述する梁下面部32の貫通孔37に貫通しており、これにより、接合下片部113は梁下面部32に接合されている。
As shown in FIG. 6, the joined body 11 extends from the joined vertical piece portion 111, the upper and lower joint upper piece portions 112 and the joint lower piece portion 113 extending from the joint vertical piece portion 111, and the joint vertical piece portion 111. It has a plurality of reinforcing vertical ribs 114 connecting the upper piece portion 112 of the joint and the lower piece portion 113 of the joint. A plurality of through holes 111A are formed in the joining vertical piece portion 111, a plurality of fixing holes 112A are formed in the joining upper piece portion 112, and a plurality of fixing holes 113A are formed in the joining lower piece portion 113 (FIG. 3) is formed. In the state where the joint body 11 is installed in the carport 1, the joint vertical piece portion 111 is arranged along the Z-axis direction, and the joint upper piece portion 112 and the joint lower piece portion 113 are arranged along the X-axis direction. The extension dimension of the upper piece portion 112 of the joint in the X-axis direction is larger than the extension dimension of the lower piece portion 113 of the joint in the X-axis direction.
The plurality of reinforcing vertical ribs 114 are arranged at equal intervals in the Y-axis direction, and an intermediate portion in the Z-axis direction is formed by being recessed in an arc shape. The above-mentioned through holes 111A and fixing holes 112A and 113A are arranged between the plurality of reinforcing vertical ribs 114, respectively. In the present embodiment, the joint upper piece portion 112 is formed with a guide hole 112B for positioning the fixing hole 112A with respect to the through hole 35. Here, by inserting an alignment pin (not shown) into the guide holes 36 and 112B, the fixing hole 112A can be aligned with the through hole 35.
A fixing bolt 51 as a fixing tool penetrates through the through hole 111A of the joining vertical piece portion 111. The fixing bolt 51 penetrates the side piece portion 23 and the first reinforcing side piece portion 28 and is screwed into the first back contact piece portion 141 described later, whereby the joint vertical piece portion 111 and the first back contact are screwed. The side piece 23 and the first reinforcing side piece 28 are sandwiched between the pieces 141.
A fixing bolt 51 as a fixing tool is screwed into the fixing hole 112A of the upper piece portion 112 of the joint. The fixing bolt 51 penetrates through the through hole 122A of the lower piece portion 122 of the reinforcing joint and the through hole 35 of the upper surface portion 31 of the beam, which will be described later, thereby between the lower piece portion 122 of the reinforcing joint and the upper piece portion 112 of the joint. The beam upper surface portion 31 is sandwiched.
A fixing bolt 51 as a fixing tool is screwed into the fixing hole 113A of the lower piece portion 113 of the joint. The fixing bolt 51 penetrates through a through hole 37 of the beam lower surface portion 32, which will be described later, whereby the joint lower piece portion 113 is joined to the beam lower surface portion 32.

補強接合体12は、図7に示すように、補強接合縦片部121と、補強接合縦片部121から延出した補強接合下片部122と、補強接合縦片部121および補強接合下片部122をつないだ複数の補強縦リブ123とを有している。補強接合縦片部121には複数の貫通孔121Aが形成されており、補強接合下片部122には複数の貫通孔122Aが形成されている。複数の補強縦リブ123の間には前述した貫通孔121A,122Aがそれぞれ配置されている。
補強接合縦片部121は、貫通孔121Aに固定具としての固定ボルト51が貫通され、当該固定ボルト51が側片部23および第一補強側片部28を貫通して第一裏当片部141に螺合している。
補強接合下片部122は、貫通孔122Aに固定具としての固定ボルト51が貫通され、当該固定ボルト51が梁上面部31の貫通孔35を貫通して接合上片部112の固定孔112Aに螺合することで、接合上片部112との間に梁上面部31を挟み込んでいる。
As shown in FIG. 7, the reinforcing joint body 12 includes a reinforcing joint vertical piece portion 121, a reinforcing joint lower piece portion 122 extending from the reinforcing joint vertical piece portion 121, a reinforcing joint vertical piece portion 121, and a reinforcing joint lower piece portion. It has a plurality of reinforcing vertical ribs 123 connecting the portions 122. A plurality of through holes 121A are formed in the reinforcing joint vertical piece portion 121, and a plurality of through holes 122A are formed in the reinforcing joint lower piece portion 122. The above-mentioned through holes 121A and 122A are arranged between the plurality of reinforcing vertical ribs 123, respectively.
In the reinforcing joint vertical piece portion 121, a fixing bolt 51 as a fixing tool is penetrated through the through hole 121A, and the fixing bolt 51 penetrates the side piece portion 23 and the first reinforcing side piece portion 28 to pass through the first backing piece portion. It is screwed to 141.
In the reinforcing joint lower piece portion 122, a fixing bolt 51 as a fixture is penetrated through the through hole 122A, and the fixing bolt 51 penetrates through the through hole 35 of the beam upper surface portion 31 to form a fixing hole 112A of the joint upper piece portion 112. By screwing, the beam upper surface portion 31 is sandwiched between the joint upper piece portion 112 and the beam upper surface portion.

裏当体13は、図5に示すように支柱2Aのうち梁3Aが接合される上部に配置されており、裏当体13の上下寸法は補強材25の上下寸法よりも小さい寸法とされている。裏当体13は、図8および図9に示すように、第一ケース14と、第二ケース15と、連結部材16とを備えて箱状に構成されている。
第一ケース14は、第一補強側片部28に沿った第一裏当片部141と、第一裏当片部141から後述する第二裏当片部151に向かって延出した上下の第一上接合部142および第一下接合部143とによって構成されている。また、第一裏当片部141の左右の縦縁部には、第二ケース15に向かって延出した縦端リブ144がそれぞれ形成されている。第一裏当片部141には、接合縦片部111の貫通孔111A、側片部23および第一補強側片部28の貫通孔を貫通した第一固定具である固定ボルト51が螺合した複数の第一固定孔141Aが形成されている。
第二ケース15は、第二補強側片部29に沿った第二裏当片部151と、第二裏当片部151から第一裏当片部141に向かって延出した上下の第二上接合部152および第二下接合部153とによって構成されている。また、第二裏当片部151の左右の縦縁部には、第一ケース14に向かって延出した縦端リブ154がそれぞれ形成されており、左右の縦端リブ144にそれぞれ溶接されている。第二裏当片部151には後述する固定板部163が溶接によって固定された複数の溶接孔155(固定孔)が形成されている。
第一上接合部142は第二上接合部152に溶接によって接合されており、第一下接合部143は第二下接合部153に溶接によって接合されている。第二裏当片部151には、ドリルネジ52が螺合した複数の第二固定孔151Aが形成されており、ドリルネジ52によって第二補強側片部29に固定されている。
連結部材16は、第一裏当片部141および第二裏当片部151をつないでいると共にこれらの対向方向に延びた連結片部である二つの縦リブ161,162と、縦リブ161,162に連続した固定板部163によって断面略コ字形状に形成されている。縦リブ161,162は第一裏当片部141に溶接されている。固定板部163は第二裏当片部151の溶接孔155に溶接されている。複数の第一固定孔141Aおよび複数の第二固定孔151Aは、縦リブ161,162間と、縦リブ161および左右一方の縦端リブ144,154間と、縦リブ162および左右他方の縦端リブ144,154間とに配置されている。
前述した裏当体13は、先ず連結部材16の縦リブ161,162を第一裏当片部141に溶接し、次に固定板部163を第二裏当片部151の溶接孔155に溶接することによって組み立てられる。なお、第二裏当片部151の外面には、図9に示すように上下方向に延びた裏板材156が固定されて当該第二裏当片部151の剛性が高められていてもよい。
As shown in FIG. 5, the back body 13 is arranged at the upper part of the support column 2A to which the beam 3A is joined, and the vertical dimension of the back frame 13 is smaller than the vertical dimension of the reinforcing material 25. There is. As shown in FIGS. 8 and 9, the back body 13 includes a first case 14, a second case 15, and a connecting member 16 and is configured in a box shape.
The first case 14 has a first back support piece 141 along the first reinforcing side piece 28, and upper and lower portions extending from the first back support piece 141 toward the second back support piece 151 described later. It is composed of a first upper joint portion 142 and a first lower joint portion 143. Further, vertical end ribs 144 extending toward the second case 15 are formed on the left and right vertical edge portions of the first back support piece portion 141, respectively. A fixing bolt 51, which is a first fixing tool, is screwed into the first back support piece portion 141 through the through hole 111A of the joint vertical piece portion 111, the side piece portion 23, and the through hole of the first reinforcing side piece portion 28. A plurality of first fixing holes 141A are formed.
The second case 15 has a second back support piece 151 along the second reinforcing side piece 29, and an upper and lower second case extending from the second back support piece 151 toward the first back support piece 141. It is composed of an upper joint portion 152 and a second lower joint portion 153. Further, vertical end ribs 154 extending toward the first case 14 are formed on the left and right vertical edge portions of the second back support piece portion 151, and are welded to the left and right vertical end ribs 144, respectively. There is. A plurality of welding holes 155 (fixing holes) in which the fixing plate portion 163, which will be described later, is fixed by welding are formed in the second backing piece portion 151.
The first upper joint portion 142 is joined to the second upper joint portion 152 by welding, and the first lower joint portion 143 is joined to the second lower joint portion 153 by welding. A plurality of second fixing holes 151A to which the drill screw 52 is screwed are formed in the second back support piece portion 151, and are fixed to the second reinforcing side piece portion 29 by the drill screw 52.
The connecting member 16 connects the first back support piece portion 141 and the second back support piece portion 151, and has two vertical ribs 161, 162 and vertical ribs 161, which are connecting pieces extending in opposite directions thereof. It is formed in a substantially U-shaped cross section by a fixing plate portion 163 continuous with 162. The vertical ribs 161, 162 are welded to the first back portion 141. The fixing plate portion 163 is welded to the welding hole 155 of the second backing piece portion 151. The plurality of first fixing holes 141A and the plurality of second fixing holes 151A are formed between the vertical ribs 161 and 162, between the vertical ribs 161 and one of the left and right vertical end ribs 144 and 154, and between the vertical ribs 162 and the left and right other vertical ends. It is arranged between the ribs 144 and 154.
In the back support body 13 described above, the vertical ribs 161 and 162 of the connecting member 16 are first welded to the first back support piece portion 141, and then the fixing plate portion 163 is welded to the weld hole 155 of the second back support piece portion 151. Assembled by doing. As shown in FIG. 9, a back plate material 156 extending in the vertical direction may be fixed to the outer surface of the second back support piece portion 151 to increase the rigidity of the second back support piece portion 151.

[本実施形態の効果]
カーポート1は、接合体11が固定された裏当体13が、補強材25の第一補強側片部28に沿って固定される第一裏当片部141と、第二補強側片部29に沿って固定される第二裏当片部151と、第一裏当片部141および第二裏当片部151を連結した連結片部(第一上接合部142および第二上接合部152、第一下接合部143および第二下接合部153、縦リブ161,162、縦端リブ144,154)とを備えている。このため、梁3A(3B)に鉛直荷重が加わった際に生じる第一補強側片部28に対する引っ張り力を裏当体13を介して第二補強側片部29に伝達でき、これにより、補強材25全体の断面力を十分に発揮させることができる。また、補強材25の内部に前記連結片部を有した裏当体13を配置することで、柱梁接合部分の強度をさらに高めることができる。
このようにカーポート1によれば、支柱2A(2B)と梁3A(3B)との接合強度を向上できる。
[Effect of this embodiment]
In the carport 1, the back support 13 to which the joint 11 is fixed is fixed along the first reinforcement side piece 28 of the reinforcing material 25, and the first back support piece 141 and the second reinforcement side piece are fixed. A connecting piece portion (first upper joint portion 142 and second upper joint portion) connecting the second back support piece portion 151 fixed along 29 and the first back support piece portion 141 and the second back support piece portion 151. 152, the first lower joint portion 143 and the second lower joint portion 153, the vertical ribs 161, 162, and the vertical end ribs 144 and 154) are provided. Therefore, the tensile force with respect to the first reinforcing side piece 28 generated when a vertical load is applied to the beam 3A (3B) can be transmitted to the second reinforcing side piece 29 via the back support body 13, thereby reinforcing the beam 3A (3B). The cross-sectional force of the entire material 25 can be sufficiently exerted. Further, by arranging the back support body 13 having the connecting piece portion inside the reinforcing member 25, the strength of the column-beam joint portion can be further increased.
As described above, according to the carport 1, the joint strength between the support column 2A (2B) and the beam 3A (3B) can be improved.

[変形例]
前記実施形態では、裏当体13は連結部材16および縦端リブ144,154を備えているが、これら一方または双方の構成を省略してもよい。この場合、第一上接合部142および第二上接合部152と、第一下接合部143および第二下接合部153とが第一裏当片部141および第二裏当片部151を連結する。
逆に、第一上接合部142および第二上接合部152と、第一下接合部143および第二下接合部153とを省略してもよく、この場合、連結部材16および縦端リブ144,154が第一裏当片部141および第二裏当片部151を連結する。
前記実施形態では、第一ケース14および第二ケース15間に二つの縦リブ161,162を備えているが、裏当体13に必要とされる強度に応じて増減してもよい。
前記実施形態では、裏当体13は、縦リブ161,162および固定板部163を有した連結部材16を備えているが、これに代えて、第一ケース14および第二ケース15に直留めされる少なくとも一つの縦リブを備えていてもよい。
前記実施形態では、接合体11には複数の補強縦リブ114が設けられて強度が高められているが、補強縦リブ114がなくても必要強度を得られる場合には補強縦リブ114の構成を省略してもよい。
前記実施形態では、X軸方向において接合上片部112の延出寸法は接合下片部の延出寸法よりも大きくされているが、これに限らず、同寸法とされてもよく、また、接合下片部の延出寸法が接合上片部112の延出寸法よりも大きくされてもよい。
前記実施形態では、補強接合体12は裏当体13に固定されているが、これに限らず、裏当体13に固定されずに補強材25に固定されていてもよい。また、補強接合体12がなくても必要強度を得られる場合には補強接合体12の構成を省略してもよい。
前記実施形態では、梁上面部31および接合上片部112に位置合せ用のガイド孔36,112Bが形成されているが、これらの構成を省略してもよい。また、梁上面部31および接合上片部112のガイド孔36,112Bに代えて、または加えて、梁下面部32および接合下片部113にガイドピンが挿入可能な位置合せ用のガイド孔が形成されてもよい。
[Modification example]
In the above embodiment, the backing body 13 includes the connecting member 16 and the vertical end ribs 144 and 154, but the configuration of one or both of them may be omitted. In this case, the first upper joint portion 142 and the second upper joint portion 152, and the first lower joint portion 143 and the second lower joint portion 153 connect the first back support piece portion 141 and the second back support piece portion 151. do.
On the contrary, the first upper joint portion 142 and the second upper joint portion 152 and the first lower joint portion 143 and the second lower joint portion 153 may be omitted. In this case, the connecting member 16 and the vertical end rib 144 may be omitted. , 154 connect the first back support piece 141 and the second back support piece 151.
In the above embodiment, two vertical ribs 161, 162 are provided between the first case 14 and the second case 15, but the number may be increased or decreased depending on the strength required for the backing body 13.
In the embodiment, the backing body 13 includes a connecting member 16 having vertical ribs 161, 162 and a fixing plate portion 163, but instead of the backing body 13, it is directly fastened to the first case 14 and the second case 15. It may be provided with at least one vertical rib.
In the above embodiment, the joint 11 is provided with a plurality of reinforcing vertical ribs 114 to increase the strength, but if the required strength can be obtained without the reinforcing vertical ribs 114, the reinforcing vertical ribs 114 are configured. May be omitted.
In the above embodiment, the extension dimension of the upper piece portion 112 of the joint is larger than the extension dimension of the lower piece portion of the joint in the X-axis direction, but the dimension is not limited to this, and the same size may be used. The extension dimension of the lower piece portion of the joint may be larger than the extension dimension of the upper piece portion 112 of the joint.
In the above embodiment, the reinforcing joint body 12 is fixed to the back support body 13, but the present invention is not limited to this, and the reinforcing joint body 12 may be fixed to the reinforcing material 25 without being fixed to the back support body 13. Further, if the required strength can be obtained without the reinforcing joint body 12, the configuration of the reinforcing joint body 12 may be omitted.
In the above embodiment, the guide holes 36 and 112B for alignment are formed in the beam upper surface portion 31 and the joint upper piece portion 112, but these configurations may be omitted. Further, instead of or in addition to the guide holes 36 and 112B of the beam upper surface portion 31 and the joint upper piece portion 112, the beam lower surface portion 32 and the joint lower piece portion 113 have alignment guide holes into which guide pins can be inserted. It may be formed.

[本発明のまとめ]
本発明の柱梁接合構造は、支柱に梁が固定されて構成される柱梁接合構造であって、前記支柱は、筒状の支柱本体と、前記支柱本体内において当該支柱本体を補強する上下方向に延びた補強材とを備えており、前記補強材は、補強前片部、補強後片部、第一補強側片部および第二補強側片部を有していると共に、前記補強前片部、前記補強後片部、前記第一補強側片部および前記第二補強側片部によって中空部を形成しており、前記支柱には、前記梁が接合される接合体が固定されており、前記補強材の中空部には、前記第一補強側片部に沿った第一裏当片部と、前記第一裏当片部につながれていると共に前記第二補強側片部に沿った第二裏当片部とを有した裏当体が配置されており、前記接合体は、前記第一裏当片部との間に前記支柱本体および前記第一補強側片部を挟んで当該第一裏当片部に固定されており、前記第二裏当片部は、前記第二補強側片部に固定されていることを特徴とする。
本発明の柱梁接合構造によれば、接合体が第一裏当片部に支柱本体および第一補強側片部を挟んで当該第一裏当片部に固定されるだけではなく、第二裏当片部が支柱本体との間に第二補強側片部を挟んで当該第二補強側片部に固定されるので、梁に鉛直荷重が加わった際に補強材の第一補強側片部に引っ張り力が加わるだけではなく、第一裏当片部および第二裏当片部を介して第二補強側片部にも引っ張り力が伝達される。このため、例えば接合体との間に支柱本体および第一補強側片部を挟んで当該接合体が固定される裏当板を採用する場合と比べて、補強材全体の断面力を発揮させることができ、支柱と梁の接合強度を向上できる。
[Summary of the present invention]
The beam-column joint structure of the present invention is a beam-column joint structure in which a beam is fixed to a column, and the column has a tubular column body and upper and lower columns that reinforce the column body in the column body. It is provided with a reinforcing material extending in a direction, and the reinforcing material has a reinforcing front piece portion, a reinforcing rear piece portion, a first reinforcing side piece portion, and a second reinforcing side piece portion, and the reinforcing material is before the reinforcement. A hollow portion is formed by one portion, the reinforced rear piece portion, the first reinforced side piece portion, and the second reinforced side piece portion, and a joint body to which the beam is joined is fixed to the column. The hollow portion of the reinforcing material is connected to the first backing piece portion along the first reinforcing side piece portion and the first backing piece portion and along the second reinforcing side piece portion. A back support body having the second back support piece portion is arranged, and the joint body sandwiches the strut body and the first reinforcement side piece portion between the first back support piece portion and the support body. It is fixed to the first backing piece portion, and the second backing piece portion is fixed to the second reinforcing side piece portion.
According to the column-beam joint structure of the present invention, the joint body is not only fixed to the first back support piece portion by sandwiching the support main body and the first reinforcing side piece portion in the first back support piece portion, but also to be fixed to the first back support piece portion. Since the back support piece is fixed to the second reinforcing side piece by sandwiching the second reinforcing side piece between the support and the column body, the first reinforcing side piece of the reinforcing material is fixed to the beam when a vertical load is applied to the beam. Not only the tensile force is applied to the portion, but also the tensile force is transmitted to the second reinforcing side piece portion via the first back support piece portion and the second back support piece portion. For this reason, for example, as compared with the case of adopting a backing plate in which the support body and the first reinforcing side piece are sandwiched between the joint and the joint and the joint is fixed, the cross-sectional force of the entire reinforcing material is exhibited. It is possible to improve the joint strength between the column and the beam.

本発明の柱梁接合構造では、前記裏当体は、第一ケースおよび第二ケースを備えており、前記第一ケースは、前記第一裏当片部と、前記第一裏当片部から前記第二裏当片部に向かって延出した上下の第一上接合部および第一下接合部とによって構成されており、前記第二ケースは、前記第二裏当片部と、前記第二裏当片部から前記第一裏当片部に向かって延出した上下の第二上接合部および第二下接合部とによって構成されており、前記第一上接合部は前記第二上接合部に接合されており、前記第一下接合部は前記第二下接合部に接合されていてもよい。
このような構成によれば、第一上接合部が第二上接合部に接合され、且つ、第一下接合部が第二下接合部に接合されるので、梁に鉛直荷重が加わった際に第一補強側片部に加わる引っ張り力によって当該第一補強側片部が梁側下方に傾動されようとしても、第一、第二上接合部と第一、第二下接合部と第二裏当片部を介して第二補強側片部によって第一補強側片部の傾動を抑制でき、例えば第一、第二裏当片部の上下方向における中間位置に接合部がある場合よりも、支柱と梁との接合強度を大きくすることができる。
In the beam-column joint structure of the present invention, the backing body includes a first case and a second case, and the first case is from the first backing piece and the first backing piece. It is composed of an upper and lower first upper joint portion and a first lower joint portion extending toward the second back support piece portion, and the second case includes the second back support piece portion and the first lower joint portion. (Ii) It is composed of upper and lower second upper joints and second lower joints extending from the back support piece toward the first back support piece, and the first upper joint is the second upper joint. It is joined to the joint portion, and the first lower joint portion may be joined to the second lower joint portion.
According to such a configuration, the first upper joint portion is joined to the second upper joint portion and the first lower joint portion is joined to the second lower joint portion, so that when a vertical load is applied to the beam. Even if the first reinforcing side piece is tilted downward on the beam side due to the pulling force applied to the first reinforcing side piece, the first and second upper joints and the first and second lower joints and the second Tilt of the first reinforcing side piece can be suppressed by the second reinforcing side piece via the back support piece, for example, as compared with the case where the joint portion is in the intermediate position in the vertical direction of the first and second back support pieces. , The joint strength between the column and the beam can be increased.

本発明の柱梁接合構造では、前記第一裏当片部および前記第二裏当片部は、当該第一裏当片部および当該第二裏当片部の対向方向に沿った縦リブによって連結されていてもよい。
このような構成によれば、前述した縦リブが第一裏当片部および第二裏当片部の対向方向に沿ってこれらを連結するので、裏当体自体の剛性を向上することができ、支柱と梁との接合強度を更に向上できる。
In the beam-column joint structure of the present invention, the first backing piece and the second backing piece are formed by vertical ribs along the facing direction of the first backing piece and the second backing piece. It may be concatenated.
According to such a configuration, since the above-mentioned vertical ribs connect the first backing piece portion and the second backing piece portion in the facing direction, the rigidity of the backing body itself can be improved. , The joint strength between the column and the beam can be further improved.

本発明の柱梁接合構造では、前記裏当体は、少なくとも一つの前記縦リブと、前記第一裏当片部および前記第二裏当片部のうちの一方の裏当片部に固定された固定板部とを有した連結部材を備えており、前記第一裏当片部および前記第二裏当片部のうちの他方の裏当片部には、前記縦リブが固定されており、前記一方の裏当片部には、前記固定板部が固定される固定孔が形成されていてもよい。
このような構成によれば、先ず他方の裏当片部に縦リブを固定したものを準備し、次に一方の裏当片部を連結部材の固定板部に当てて当該固定板部を固定孔に固定具や溶接等によって固定することで、裏当体を簡単に組み立てることができる。
In the beam-column joint structure of the present invention, the backing body is fixed to at least one of the vertical ribs and one of the first backing piece and the second backing piece. A connecting member having a fixed plate portion is provided, and the vertical rib is fixed to the back support piece portion of the other of the first back support piece portion and the second back support piece portion. , The one backing piece portion may be formed with a fixing hole for fixing the fixing plate portion.
According to such a configuration, first, a one having a vertical rib fixed to the other back support piece is prepared, and then one back support piece is applied to the fixing plate part of the connecting member to fix the fixing plate part. The back body can be easily assembled by fixing it to the hole with a fixing tool or welding.

本発明の柱梁接合構造では、少なくとも二つの前記縦リブを有しており、前記第一裏当片部には、前記接合体、前記支柱本体および前記第一補強側片部を貫通した第一固定具が螺合した第一固定孔が形成されており、前記第二裏当片部には、前記第二補強側片部を貫通した第二固定具が螺合した第二固定孔が形成されており、前記第一固定孔および前記第二固定孔は、前記二つの縦リブの間に配置されていてもよい。
このような構成によれば、第一裏当片部のうち第一固定具によって接合体が固定される第一固定孔の両サイド部分を二つの縦リブによって補強できると共に、第二裏当片部のうち第二固定具によって第一補強片部に固定される第二固定孔の両サイド部分を二つの縦リブによって補強できる。
The beam-column joint structure of the present invention has at least two of the vertical ribs, and the first backing piece portion penetrates the joint body, the column body, and the first reinforcing side piece portion. A first fixing hole is formed in which one fixing tool is screwed, and a second fixing hole in which a second fixing tool is screwed through the second reinforcing side piece portion is formed in the second backing piece portion. It is formed, and the first fixing hole and the second fixing hole may be arranged between the two vertical ribs.
According to such a configuration, both side portions of the first fixing hole to which the joint is fixed by the first fixture of the first back support piece can be reinforced by two vertical ribs, and the second back support piece can be reinforced. Of the portions, both side portions of the second fixing hole fixed to the first reinforcing piece portion by the second fixing tool can be reinforced by two vertical ribs.

本発明の柱梁接合構造では、前記接合体は、前記第一裏当片部に固定された接合縦片部と、前記接合縦片部から延出した上下の接合上片部および接合下片部と、前記接合上片部および前記接合下片部をつないだ補強縦リブとを有していてもよい。
このような構成によれば、接合上片部および接合下片部を梁にそれぞれ固定することで支柱に梁を接合でき、また、補強縦リブによって接合上片部および接合下片部がつながれているので、このような補強縦リブがないものと比べて、接合体の剛性を高めることができて支柱と梁との接合強度を更に向上できる。
In the beam-column joint structure of the present invention, the joint body has a joint vertical piece portion fixed to the first backing piece portion, and upper and lower joint upper pieces and joint lower pieces extending from the joint vertical piece portion. It may have a portion and a reinforcing vertical rib connecting the upper piece portion of the joint and the lower piece portion of the joint.
According to such a configuration, the beam can be joined to the column by fixing the upper piece of the joint and the lower piece of the joint to the beam, respectively, and the upper piece of the joint and the lower piece of the joint are connected by the reinforcing vertical ribs. Therefore, the rigidity of the joint can be increased and the joint strength between the column and the beam can be further improved as compared with the one without such a reinforcing vertical rib.

本発明の柱梁接合構造では、前記支柱に固定された補強接合縦片部と、前記補強接合縦片部から延出した補強接合下片部とを有した補強接合体を更に備えており、前記梁は、梁上面部と、梁下面部と、前記梁上面部および前記梁下面部を連結した一対の梁側面部とを有しており、前記接合下片部は前記梁下面部に固定されており、前記補強接合下片部は、前記接合上片部との間に前記梁上面部を挟んで当該接合上片部に固定されていてもよい。
このような構成によれば、接合下片部を梁下面部に固定し且つ接合上片部を梁上面部に固定することで接合体を梁に固定できるうえ、補強接合下片部を接合上片部との間に梁上面を挟んで当該接合上片部に固定することで、接合上片部の梁上面部に対する固定を補強接合体によって補強でき、支柱と梁との接合強度を更に向上できる。
The beam-column joint structure of the present invention further includes a reinforcing joint body having a reinforcing joint vertical piece portion fixed to the column and a reinforcing joint lower piece portion extending from the reinforcing joint vertical piece portion. The beam has a beam upper surface portion, a beam lower surface portion, and a pair of beam side surface portions connecting the beam upper surface portion and the beam lower surface portion, and the joint lower piece portion is fixed to the beam lower surface portion. The lower piece portion of the reinforcing joint may be fixed to the upper piece portion of the joint by sandwiching the upper surface portion of the beam between the lower piece portion of the reinforcing joint and the upper piece portion of the joint.
According to such a configuration, the joint body can be fixed to the beam by fixing the lower piece of the joint to the lower surface of the beam and the upper piece of the joint to the upper surface of the beam, and the lower piece of the reinforcing joint can be joined. By sandwiching the upper surface of the beam between one part and fixing it to the upper piece of the joint, the fixing of the upper piece of the joint to the upper surface of the beam can be reinforced by the reinforcing joint body, and the joint strength between the column and the beam is further improved. can.

本発明の柱梁接合構造では、前記接合体は、前記第一裏当片部に固定された接合縦片部と、前記接合縦片部から延出した上下の接合上片部および接合下片部とを有しており、前記接合上片部および前記接合下片部には、前記梁に形成された貫通孔を貫通した固定具が固定される固定孔が形成されており、前記梁と前記接合上片部および前記接合下片部のうちの少なくとも一方とには、前記梁の貫通孔に対する前記固定孔の位置合せピンを挿入可能なガイド孔が形成されていてもよい。
このような構成によれば、梁のガイド孔と接合上片部および前記接合下片部のうちの少なくとも一方のガイド孔に位置合せピンを挿入することで、例えば梁の貫通孔および固定孔の径寸法を略同じ径寸法にしても、梁の貫通孔に対する固定孔の位置合せを簡単に行うことができ、支柱および梁間のガタツキが少ない柱梁接合構造を構成できる。
In the beam-column joint structure of the present invention, the joint body has a joint vertical piece portion fixed to the first backing piece portion, and upper and lower joint upper pieces and joint lower pieces extending from the joint vertical piece portion. The upper piece of the joint and the lower piece of the joint are formed with a fixing hole for fixing a fixture that penetrates the through hole formed in the beam. A guide hole into which the alignment pin of the fixing hole can be inserted into the through hole of the beam may be formed in at least one of the upper piece portion of the joint and the lower piece portion of the joint.
According to such a configuration, by inserting the alignment pin into the guide hole of the beam and the guide hole of at least one of the upper piece portion of the joint and the lower piece portion of the joint, for example, a through hole and a fixing hole of the beam can be obtained. Even if the diameter is substantially the same, the fixing hole can be easily aligned with the through hole of the beam, and a beam-column joint structure with less rattling between the column and the beam can be constructed.

1…カーポート(屋根構造体)、2A,2B…支柱、3A,3B…梁、4…束、5…屋根、11…接合体、13…裏当体、20…支柱本体、25…補強材、26…補強前片部、27…補強後片部、28…第一補強側片部、29…第二補強側片部、141…第一裏当片部、151…第二裏当片部、251…中空部。 1 ... Carport (roof structure), 2A, 2B ... stanchions, 3A, 3B ... beams, 4 ... bundles, 5 ... roofs, 11 ... joints, 13 ... backs, 20 ... stanchions, 25 ... reinforcements , 26 ... Reinforcement front piece, 27 ... Reinforcement rear piece, 28 ... First reinforcement side piece, 29 ... Second reinforcement side piece, 141 ... First back support piece, 151 ... Second back support piece , 251 ... Hollow part.

Claims (8)

支柱に梁が固定されて構成される柱梁接合構造であって、
前記支柱は、筒状の支柱本体と、前記支柱本体内において当該支柱本体を補強する上下方向に延びた補強材とを備えており、
前記補強材は、補強前片部、補強後片部、第一補強側片部および第二補強側片部を有していると共に、前記補強前片部、前記補強後片部、前記第一補強側片部および前記第二補強側片部によって中空部を形成しており、
前記支柱には、前記梁が接合される接合体が固定されており、
前記補強材の中空部には、前記第一補強側片部に沿った第一裏当片部と、前記第一裏当片部につながれていると共に前記第二補強側片部に沿った第二裏当片部とを有した裏当体が配置されており、
前記接合体は、前記第一裏当片部との間に前記支柱本体および前記第一補強側片部を挟んで当該第一裏当片部に固定されており、
前記第二裏当片部は、前記第二補強側片部に固定されている
ことを特徴とする柱梁接合構造。
It is a column-beam joint structure in which beams are fixed to columns.
The strut includes a cylindrical strut body and a reinforcing material extending in the vertical direction to reinforce the strut body in the strut body.
The reinforcing material has a reinforcing front piece portion, a reinforcing rear piece portion, a first reinforcing side piece portion, and a second reinforcing side piece portion, and also has the reinforcing front piece portion, the reinforcing rear piece portion, and the first reinforcing material. A hollow portion is formed by the reinforcing side piece portion and the second reinforcing side piece portion.
A joint body to which the beam is joined is fixed to the support column.
The hollow portion of the reinforcing material includes a first backing piece along the first reinforcing side piece, and a second backing piece connected to the first backing piece and along the second reinforcing side piece. The back support body with the two back support pieces is arranged,
The joint body is fixed to the first back support piece portion by sandwiching the support main body and the first reinforcing side piece portion between the joint body and the first back support piece portion.
The second backing piece portion is a beam-column joint structure characterized in that it is fixed to the second reinforcing side piece portion.
請求項1に記載の柱梁接合構造において、
前記裏当体は、第一ケースおよび第二ケースを備えており、
前記第一ケースは、前記第一裏当片部と、前記第一裏当片部から前記第二裏当片部に向かって延出した上下の第一上接合部および第一下接合部とによって構成されており、
前記第二ケースは、前記第二裏当片部と、前記第二裏当片部から前記第一裏当片部に向かって延出した上下の第二上接合部および第二下接合部とによって構成されており、
前記第一上接合部は前記第二上接合部に接合されており、
前記第一下接合部は前記第二下接合部に接合されている
ことを特徴とする柱梁接合構造。
In the beam-column joint structure according to claim 1,
The back body includes a first case and a second case.
The first case includes the first back support piece, and upper and lower first upper joints and first lower joints extending from the first back support piece toward the second back support piece. Consists of
The second case includes the second back support piece, and the upper and lower second upper joints and the second lower joint extending from the second back support piece toward the first back support piece. Consists of
The first upper joint portion is joined to the second upper joint portion, and the first upper joint portion is joined to the second upper joint portion.
The column-beam joining structure is characterized in that the first lower joining portion is joined to the second lower joining portion.
請求項1または請求項2に記載の柱梁接合構造において、
前記第一裏当片部および前記第二裏当片部は、当該第一裏当片部および当該第二裏当片部の対向方向に沿った縦リブによって連結されている
ことを特徴とする柱梁接合構造。
In the beam-column joint structure according to claim 1 or 2.
The first back support piece portion and the second back support piece portion are connected by a vertical rib along the facing direction of the first back support piece portion and the second back support piece portion. Column-beam joint structure.
請求項3に記載の柱梁接合構造において、
前記裏当体は、少なくとも一つの前記縦リブと、前記第一裏当片部および前記第二裏当片部のうちの一方の裏当片部に固定された固定板部とを有した連結部材を備えており、
前記第一裏当片部および前記第二裏当片部のうちの他方の裏当片部には、前記縦リブが固定されており、
前記一方の裏当片部には、前記固定板部が固定される固定孔が形成されている
ことを特徴とする柱梁接合構造。
In the beam-column joint structure according to claim 3,
The backing body is connected with at least one vertical rib and a fixing plate portion fixed to one of the first backing piece portion and the second backing piece portion. Equipped with parts,
The vertical ribs are fixed to the other back support piece of the first back support piece and the second back support piece.
A column-beam joint structure characterized in that a fixing hole for fixing the fixing plate portion is formed in the one backing piece portion.
請求項3または請求項4に記載の柱梁接合構造において、
少なくとも二つの前記縦リブを有しており、
前記第一裏当片部には、前記接合体、前記支柱本体および前記第一補強側片部を貫通した第一固定具が螺合した第一固定孔が形成されており、
前記第二裏当片部には、前記第二補強側片部を貫通した第二固定具が螺合した第二固定孔が形成されており、
前記第一固定孔および前記第二固定孔は、前記二つの縦リブの間に配置されている
ことを特徴とする柱梁接合構造。
In the beam-column joint structure according to claim 3 or 4.
It has at least two of the vertical ribs and has
The first backing piece portion is formed with a first fixing hole into which the joint body, the support column body, and the first fixing tool penetrating the first reinforcing side piece portion are screwed.
A second fixing hole is formed in the second backing piece portion to which a second fixing tool is screwed through the second reinforcing side piece portion.
A beam-column joint structure characterized in that the first fixing hole and the second fixing hole are arranged between the two vertical ribs.
請求項1から請求項5のいずれか一項に記載の柱梁接合構造において、
前記接合体は、前記第一裏当片部に固定された接合縦片部と、前記接合縦片部から延出した上下の接合上片部および接合下片部と、前記接合上片部および前記接合下片部をつないだ補強縦リブとを有している
ことを特徴とする柱梁接合構造。
In the beam-column joint structure according to any one of claims 1 to 5.
The joint body includes a joint vertical piece portion fixed to the first backing piece portion, upper and lower joint upper piece portions and joint lower piece portions extending from the joint vertical piece portion, and the joint upper piece portion and the joint upper piece portion. A beam-column joint structure characterized by having a reinforcing vertical rib connecting the lower piece of the joint.
請求項6に記載の柱梁接合構造において、
前記支柱に固定された補強接合縦片部と、前記補強接合縦片部から延出した補強接合下片部とを有した補強接合体を更に備えており、
前記梁は、梁上面部と、梁下面部と、前記梁上面部および前記梁下面部を連結した一対の梁側面部とを有しており、
前記接合下片部は前記梁下面部に固定されており、
前記補強接合下片部は、前記接合上片部との間に前記梁上面部を挟んで当該接合上片部に固定されている
ことを特徴とする柱梁接合構造。
In the beam-column joint structure according to claim 6,
Further, a reinforcing joint body having a reinforcing joint vertical piece portion fixed to the support column and a reinforcing joint lower piece portion extending from the reinforcing joint vertical piece portion is further provided.
The beam has a beam upper surface portion, a beam lower surface portion, and a pair of beam side surface portions connecting the beam upper surface portion and the beam lower surface portion.
The lower piece portion of the joint is fixed to the lower surface portion of the beam, and is fixed to the lower surface portion of the beam.
The column-beam joint structure is characterized in that the lower piece portion of the reinforcing joint is fixed to the upper piece portion of the joint by sandwiching the upper surface portion of the beam between the lower piece portion of the reinforcing joint and the upper piece portion of the joint.
請求項1から請求項5のいずれか一項に記載の柱梁接合構造において、
前記接合体は、前記第一裏当片部に固定された接合縦片部と、前記接合縦片部から延出した上下の接合上片部および接合下片部とを有しており、
前記接合上片部および前記接合下片部には、前記梁に形成された貫通孔を貫通した固定具が固定される固定孔が形成されており、
前記梁と前記接合上片部および前記接合下片部のうちの少なくとも一方とには、前記梁の貫通孔に対する前記固定孔の位置合せピンを挿入可能なガイド孔が形成されている
ことを特徴とする柱梁接合構造。
In the beam-column joint structure according to any one of claims 1 to 5.
The joint body has a joint vertical piece portion fixed to the first backing piece portion, and upper and lower joint upper piece portions and joint lower piece portions extending from the joint vertical piece portion.
Fixtures are formed in the upper piece of the joint and the lower piece of the joint to fix the fixture that penetrates the through hole formed in the beam.
A guide hole into which the alignment pin of the fixing hole can be inserted into the through hole of the beam is formed in at least one of the beam, the upper piece portion of the joint, and the lower piece portion of the joint. Column-beam joint structure.
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