JPH0235950Y2 - - Google Patents

Info

Publication number
JPH0235950Y2
JPH0235950Y2 JP7568285U JP7568285U JPH0235950Y2 JP H0235950 Y2 JPH0235950 Y2 JP H0235950Y2 JP 7568285 U JP7568285 U JP 7568285U JP 7568285 U JP7568285 U JP 7568285U JP H0235950 Y2 JPH0235950 Y2 JP H0235950Y2
Authority
JP
Japan
Prior art keywords
fixed frame
bracket
fastening member
pier
force
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP7568285U
Other languages
Japanese (ja)
Other versions
JPS61192039U (en
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed filed Critical
Priority to JP7568285U priority Critical patent/JPH0235950Y2/ja
Publication of JPS61192039U publication Critical patent/JPS61192039U/ja
Application granted granted Critical
Publication of JPH0235950Y2 publication Critical patent/JPH0235950Y2/ja
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 〈考案の利用分野〉 この考案は、コンクリート高架橋スラブの構築
に際してその型枠セントルを橋脚上部に支持する
ためのブラケツトに関するものである。
[Detailed description of the invention] <Field of application of the invention> This invention relates to a bracket for supporting the formwork center on the upper part of a bridge pier when constructing a concrete viaduct slab.

〈従来の技術、考案が解決せんとする問題点〉 一般に、鉄道や道路用の高架橋は在来路線に併
行して建設される場合が少なくなく、下方に車両
が通過するスラブの型枠セントルは車両の通行に
障害にならない橋脚部上部に高さ調節自在かつ着
脱自在に取付ける必要がある。
<Problems to be solved by conventional technology and ideas> In general, elevated bridges for railways and roads are often constructed parallel to conventional routes, and the formwork center of the slab below which vehicles pass is It must be height-adjustable and detachable at the top of the bridge pier so that it does not obstruct vehicle traffic.

そのため第3,4図に示すように従来垂直な固
定枠2の上端に水平ビーム3を直角に固定し、こ
の固定枠下端と水平ビーム間に方杖4を固定して
なるセントル支持用ブラケツト1を、橋脚5表面
に当接した固定枠2の上下端と橋脚5裏面に当接
した締結部材6とを両側部においてそれぞれ水平
タイロツド7で緊結することにより、着脱自在に
取付ける構造のものが知られている。
Therefore, as shown in FIGS. 3 and 4, a center support bracket 1 is constructed by fixing a horizontal beam 3 at right angles to the upper end of a conventionally vertical fixed frame 2, and fixing a cane 4 between the lower end of this fixed frame and the horizontal beam. It is known that the structure is removably attached by tightening the upper and lower ends of the fixed frame 2 that are in contact with the surface of the pier 5 and the fastening members 6 that are in contact with the back surface of the pier 5 with horizontal tie rods 7 on both sides. It is being

しかしながら、上記従来のブラケツト取付構造
において、水平ビーム上に設置したセントル等の
荷重に対して橋脚に作用する支圧力は上部締結部
材と方杖の結合点である固定枠の下端のみに発生
し、しかも締結部材上端は水平力を支持するのみ
で、鉛直力の支持は専ら固定枠下端のみであるた
め、締結部材の締結力が何んら支持力として働く
ことなくブラケツトの鉛直方向の支持力が不足
し、滑落する危険があつた。
However, in the conventional bracket mounting structure described above, the bearing force acting on the pier against the load of the center installed on the horizontal beam is generated only at the lower end of the fixed frame, which is the connection point between the upper fastening member and the cane. Moreover, the upper end of the fastening member only supports the horizontal force, and the support for the vertical force is exclusively at the lower end of the fixed frame, so the fastening force of the fastening member does not act as any supporting force, and the vertical supporting force of the bracket is increased. There was a risk of falling and falling.

〈問題点を解決するための手段〉 この考案は前記従来の課題を解決するために、
ブラケツトの固定枠の下端を斜め上方の締結部材
に緊結することにより、支圧力の発生部分同志を
緊結して相互の締結力を効果的に働かせると共
に、鉛直方向の支持力を上下の締結部材にも確実
に負担させ、確実かつ安定してブラケツトを固定
し、その滑落を防止するようにしたブラケツトの
取付構造を提案するものである。
<Means for solving the problems> In order to solve the above-mentioned conventional problems, this invention
By fastening the lower end of the fixed frame of the bracket to the fastening member diagonally above, the parts that generate bearing pressure are tied together, allowing the mutual fastening force to work effectively, and the vertical supporting force is applied to the top and bottom fastening members. The purpose of the present invention is to propose a mounting structure for a bracket that reliably and stably fixes the bracket and prevents it from slipping off.

〈実施例〉 以下この考案を図面に示す実施例について説明
すると、第1図、第2図及び第5図において、ブ
ラケツト1は垂直な固定枠2の上端に水平ビーム
3を直角に固定し、この固定枠2の下端と水平ビ
ーム3の中間部間に方杖4を固定することにより
構成されている。
<Embodiment> The following describes an embodiment of this invention shown in the drawings. In FIGS. 1, 2, and 5, a bracket 1 has a horizontal beam 3 fixed at right angles to the upper end of a vertical fixed frame 2, It is constructed by fixing a crutch 4 between the lower end of the fixed frame 2 and the middle part of the horizontal beam 3.

そして、このブラケツト1は、その固定枠2を
橋脚5の表面に当接し、その上端部13とその同
一高さ位置における橋脚5の裏面に当接したビー
ム状の締結部材6とを相互の両側部において水平
タイロツド7により連結してナツト8で緊結する
と共に、固定枠2の下端と締結部材6の両側にそ
れぞれ斜めに相対向して設けた締結板9,9′と
を斜めタイロツド10により連結してナツト11
で緊結することにより、橋脚5に支持固定されて
いる。
This bracket 1 has its fixed frame 2 in contact with the surface of the pier 5, and the upper end 13 and the beam-shaped fastening member 6 in contact with the back surface of the pier 5 at the same height position are connected on both sides of each other. At the same time, the lower end of the fixed frame 2 and the fastening plates 9, 9' provided diagonally opposite each other on both sides of the fastening member 6 are connected by a diagonal tie rod 10. Natsuto 11
It is supported and fixed to the bridge pier 5 by tightening with.

〈考案の作用〉 以上の構成において水平ビーム3上に張出し型
枠のセントル12を設置すると、その荷重により
方杖4が結合された固定枠2の下端と締結部材6
に水平方向の支圧力を生ずると共に、斜めタイロ
ツド10の緊結力によつて水平方向の支圧力が作
用し、これらの支圧力による摩擦力によりブラケ
ツト1は橋脚5に支持され、更に方杖4が結合さ
れた固定枠2の下端に生ずる鉛直反力をこの固定
枠2の下端と締結部材6とで応分の負担をするこ
とにより、相互の鉛直反力によりブラケツト1は
橋脚5に支持される。
<Operation of the invention> When the center 12 of the overhang formwork is installed on the horizontal beam 3 in the above configuration, the load causes the lower end of the fixed frame 2 to which the cane 4 is connected to the fastening member 6
At the same time, a horizontal bearing force is generated by the tightening force of the diagonal tie rod 10, and the frictional force caused by these bearing forces supports the bracket 1 on the pier 5, and furthermore, the brace 4 is The bracket 1 is supported on the pier 5 by the mutual vertical reaction force by having the lower end of the fixed frame 2 and the fastening member 6 share the vertical reaction force generated at the lower end of the combined fixed frame 2.

このようにしてブラケツト1は、水平ビーム2
に作用する荷重による水平力および斜めタイロツ
ド10の緊締力による水平力によつて、固定枠2
の下端および締結部材6に摩擦力を生ずると共
に、斜めタイロツド10で相互に緊結された固定
枠2の下端および締結部材6の鉛直支持力の発生
によつて確実かつ安定して橋脚5に支持すること
ができる。
In this way the bracket 1 is connected to the horizontal beam 2
The fixed frame 2 is
A frictional force is generated between the lower end of the fixed frame 2 and the fastening member 6, and a vertical support force is generated between the lower end of the fixed frame 2 and the fastening member 6, which are connected to each other by the diagonal tie rods 10, so that the fixed frame 2 is reliably and stably supported on the pier 5. be able to.

〈考案の効果〉 以上の通りこの考案によれば、水平ビームに作
用する荷重によつて水平方向の支圧力が発生する
固定枠下端と締結部材相互を斜めタイロツドで締
結するので、この斜めタイロツドの締結力が効果
的に働き、固定枠下端と締結部材における水平支
持圧力を増強すると共に、固定枠下端に作用する
鉛直反力をも締結部材に分担させ、より確実かつ
安定して橋脚にブラケツトを支持固定することが
でき、これによつて摩擦抵抗は在来のブラケツト
の約2倍の鉛直支持力が得られる。したがつて、
本考案構造ではブラケツトの滑落の危険を防止す
ることができる。
<Effects of the invention> As described above, according to this invention, the lower end of the fixing frame, which generates a horizontal bearing force due to the load acting on the horizontal beam, and the fastening member are fastened to each other by a diagonal tie rod. The fastening force works effectively, increasing the horizontal support pressure between the lower end of the fixed frame and the fastening member, and also shares the vertical reaction force acting on the lower end of the fixed frame with the fastening member, allowing the bracket to be attached to the pier more reliably and stably. It can be supported and fixed, and as a result, the vertical support force with frictional resistance is approximately twice that of a conventional bracket. Therefore,
The structure of the present invention can prevent the risk of the bracket slipping off.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図はこの考案の実施例を示す側面図、第2
図は同横断平面図、第3図は従来のブラケツト取
付構造を示す側面図、第4図は同横断平面図、第
5図a,bは第1図の破線部分の拡大図である。 1……ブラケツト、2……固定枠、3……水平
ビーム、4……方杖、5……橋脚、6……締結部
材、7……水平タイロツド、10……斜めタイロ
ツド。
Figure 1 is a side view showing an embodiment of this invention, Figure 2 is a side view showing an embodiment of this invention.
3 is a side view showing a conventional bracket mounting structure, FIG. 4 is a cross-sectional plan view of the same, and FIGS. 5a and 5b are enlarged views of the broken line portion in FIG. 1. 1... Bracket, 2... Fixed frame, 3... Horizontal beam, 4... Strap, 5... Pier, 6... Fastening member, 7... Horizontal tie rod, 10... Diagonal tie rod.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 垂直な固定枠の上端に水平ビームを直角に固定
し、前記固定枠下端と水平ビーム間に方杖を固定
してなるブラケツトにおいて、橋脚表面に当接し
た固定枠の上端部とこれに水平に相対応して橋脚
裏面に当接した締結部材との両側部間を水平タイ
ロツドで締結すると共に、前記固定枠下端部と締
結部材との両側部間を斜めタイロツドで緊結して
なることを特徴とする高架橋セントル支持用ブラ
ケツトの取付構造。
In a bracket in which a horizontal beam is fixed at right angles to the upper end of a vertical fixed frame, and a brace is fixed between the lower end of the fixed frame and the horizontal beam, the upper end of the fixed frame in contact with the pier surface and horizontally to this A horizontal tie rod is used to connect both sides of the fastening member that corresponds to the back surface of the pier, and a diagonal tie rod is used to connect the lower end of the fixed frame and both sides of the fastening member. Mounting structure for viaduct center support brackets.
JP7568285U 1985-05-23 1985-05-23 Expired JPH0235950Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7568285U JPH0235950Y2 (en) 1985-05-23 1985-05-23

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7568285U JPH0235950Y2 (en) 1985-05-23 1985-05-23

Publications (2)

Publication Number Publication Date
JPS61192039U JPS61192039U (en) 1986-11-29
JPH0235950Y2 true JPH0235950Y2 (en) 1990-10-01

Family

ID=30617128

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7568285U Expired JPH0235950Y2 (en) 1985-05-23 1985-05-23

Country Status (1)

Country Link
JP (1) JPH0235950Y2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2632922B2 (en) * 1988-05-16 1997-07-23 大成建設株式会社 Bridge construction method
JP5172519B2 (en) * 2008-07-23 2013-03-27 ダイチメンテナンス株式会社 Support for formwork retention
JP6289046B2 (en) * 2013-11-18 2018-03-07 大成建設株式会社 Temporary stand

Also Published As

Publication number Publication date
JPS61192039U (en) 1986-11-29

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