JP2000054618A - Connected structure of girder in suspended scaffold and pressed-support structure of erected scaffold board and scaffold board - Google Patents

Connected structure of girder in suspended scaffold and pressed-support structure of erected scaffold board and scaffold board

Info

Publication number
JP2000054618A
JP2000054618A JP10230076A JP23007698A JP2000054618A JP 2000054618 A JP2000054618 A JP 2000054618A JP 10230076 A JP10230076 A JP 10230076A JP 23007698 A JP23007698 A JP 23007698A JP 2000054618 A JP2000054618 A JP 2000054618A
Authority
JP
Japan
Prior art keywords
scaffold
girder
suspended
erected
plate
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.)
Pending
Application number
JP10230076A
Other languages
Japanese (ja)
Inventor
Kota Ueno
弘太 上野
Minoru Ueda
実 上田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
KOYO KIKAI SANGYO
KOYO KIKAI SANGYO KK
Original Assignee
KOYO KIKAI SANGYO
KOYO KIKAI SANGYO KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by KOYO KIKAI SANGYO, KOYO KIKAI SANGYO KK filed Critical KOYO KIKAI SANGYO
Priority to JP10230076A priority Critical patent/JP2000054618A/en
Publication of JP2000054618A publication Critical patent/JP2000054618A/en
Pending legal-status Critical Current

Links

Landscapes

  • Movable Scaffolding (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide the connected structure of a girder in a suspended scaffold for mutually certainly connecting the girders in a simple structure; the pressed- support structure of a erected scaffold board for certainly pressedly supporting the erected scaffold and preventing floating during nonuse and a scaffold board for a suspended scaffold for erecting the scaffold board extremely safe and easy in handling erection and demolition. SOLUTION: The connected structure of a girder 4 is composed so as to attach a connecting member 9 to the girder 4 with one adjusting bolt 13 and to expand it. In the pressed-support structure of an erected scaffold board 26, the girder 4 is connectably provided with a pressing metal fitting 22 through fastening members 23, 24 and provided with a locking member 25 to lock the pressing metal fitting 22 in a fixed direction. In a scaffold board for suspended scaffold 26, both its ends are protrusively provided with a guide piece 28 to cross a locking piece 27 at right angles, and the upside of the scaffold board 26 is provided with a roughly downward U-shaped handle 29 through a pair of attaching holes 30 on both its sides.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、吊足場における桁
材の連結構造、及び架設足場板の押圧支持構造、並びに
足場板に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a connecting structure for a girder member in a suspension scaffold, a pressing support structure for an installed scaffold, and a scaffold.

【0002】[0002]

【従来の技術】従来より、橋梁、高速道路、建物などの
建設工事、あるいはそれらの改修工事などを行うさいに
は、吊足場が一般に使用されている。そして、かかる吊
足場としては、本発明者等が先に提案した吊足場、即
ち、橋梁の桁など所要の支持材に吊部材を介して吊設自
在とされた所要長の掛止溝付き桁材と、該桁材どうしを
その長手方向に沿って連結せしめる連結部材と、桁材に
掛止して架設せしめるべく両端部に各々掛止片を備えた
方形状の足場板とより構成されてなり、上記桁材を連結
部材により連結せしめつつ吊部材を介して支持材に並列
状に吊設せしめると共に、隣あう桁材間に順次掛止片を
介して足場板を架設せしめつつ敷詰めて構築するものが
知られている(特願平9−290383号参照)。
2. Description of the Related Art Conventionally, a suspension scaffold has been generally used for construction work of a bridge, a highway, a building, or the like, or repair work thereof. As such a suspension scaffold, the suspension scaffold proposed by the present inventors, that is, a girder with a required length of a locking groove which can be freely suspended via a suspension member on a required support material such as a bridge girder. Material, a connecting member for connecting the girder members along the longitudinal direction thereof, and a square scaffold plate having respective hooking pieces at both ends to be hung on the girder material and installed. In addition to suspending the girder material in parallel with the supporting material via the suspending member while connecting the girder material with the connecting member, and laying the scaffolding board via the hanging piece sequentially between the adjacent girder materials and laying down. What is constructed is known (see Japanese Patent Application No. 9-290383).

【0003】[0003]

【発明が解決しようとする課題】しかしながら、上述の
如く構成された従来例は、以下の問題点を有するもので
ある。即ち、先ず第1に、桁材の連結は、一方の桁材に
拡開自在とされた二つ割状の調整ボルト付き連結部材が
取付けボルトを介して取付けられると共に、他方の桁材
に係合ピンを備えた嵌合部が形成されてなり、上記連結
部材の外端部を嵌合部に嵌合せしめ、調整ボルトにより
拡開して突張り状に圧接すると共に係合ピンを係合して
連結せしめるものである。このため、かかる桁材の連結
は、その連結を確実に行うことが出来る反面、連結部材
を取付けボルトにより取付けると共に、調整ボルトによ
り拡開作動せしめるものであるから、構造が複雑でその
製作が面倒であるのみならず、場合によっては運搬時な
どに調整ボルトが脱落する等のおそれがあるものであ
る。第2に、桁材に架設せしめた足場板は、各々押え金
具でもって押圧支持せしめるものとされているが、かか
る押え金具は単に締結部材でもって締結せしめるにすぎ
ないものであって、足場板の押圧支持時に外力が作用し
て可動しやすく、本来の機能を喪失しやすいのみなら
ず、不使用時においても遊動して架設作業時や保管時等
に不都合を生じやすいものである。第3に、足場板は方
形状とされると共に、その両端部に掛止片が形成された
にすぎないものである。このため、足場板を吊設状態下
の桁材間に架設せしめるさいには、その両端部を各々隣
あう桁材間に載架せしめると共に、漸次傾動せしめつつ
掛止片を掛止溝に掛止せしめなければならないものであ
って、常に極めて不安定な載架状態下に架設作業を行わ
なければならず、場合によっては架設作業中に桁材が揺
動して外れ、足場板が落下する等の危険があるものであ
る。第4に、足場板は単に方形状に形成せしめられてい
るにすぎないものであるから、その架設作業時や解体作
業時には各々その端をもって作業しなければならず、そ
の取扱いが極めて不便である。
However, the conventional example configured as described above has the following problems. That is, first, the connection of the girder material is performed by attaching a split-shaped connecting member with an adjustable bolt, which is freely expandable to one of the girder materials, via a mounting bolt and engaging with the other girder material. A fitting portion provided with a mating pin is formed, and the outer end of the connecting member is fitted into the fitting portion, and the connecting member is expanded by an adjustment bolt to press-contact in a projecting manner and engage the engaging pin. And link them. For this reason, the connection of such girder members can be surely performed, but the connecting member is attached with the mounting bolts and the opening operation is performed with the adjusting bolts, so that the structure is complicated and the production thereof is troublesome. In addition, there is a possibility that the adjusting bolt may fall off during transportation or the like in some cases. Secondly, the scaffolding plates erected on the girder members are to be pressed and supported by holding members, respectively. However, such holding members are merely fastened by fastening members, and the scaffolding plates are provided. It is easy to move due to an external force acting upon pressing and supporting, and it is easy to lose its original function. Moreover, it is easy to move even when it is not used, and it is easy to cause inconvenience at the time of erection work or storage. Third, the scaffold plate has a rectangular shape, and only has hook pieces formed at both ends thereof. For this reason, when the scaffolding plate is installed between the girder members under the suspended state, both ends of the scaffolding plate are hung between the adjacent girder members, and at the same time, the latching pieces are hooked into the locking grooves while being tilted gradually. It must be stopped, and the erection work must always be performed under extremely unstable mounting conditions, and in some cases, the girder rocks and comes off during the erection work, and the scaffold plate falls And so on. Fourth, since the scaffolding plate is merely formed in a square shape, it is necessary to work with each end at the time of erection work and dismantling work, and the handling is extremely inconvenient. .

【0004】本発明は、かかる従来例の問題点を一挙に
解決し、 1個の調整ボルトにより連結部材を取付けると共に拡
開作動せしめ、桁材どうしを確実に、しかも強固に連結
せしめることが出来る吊足場における桁材の連結構造 架設せしめた足場板を常に確実に押圧支持せしめるこ
とが出来るのみならず、不使用時においてもその遊動を
防止して保管などに至便な架設足場板の押圧支持構造 足場板を極めて安全に架設せしめ、また、その架設作
業時や解体作業時における取扱いが至便な吊足場用足場
板を各々提供しようとするものである。
The present invention solves the problems of the conventional example at a glance. The connecting member is mounted and expanded by one adjusting bolt, so that the girder members can be connected securely and firmly. Connection structure of girder materials in hanging scaffolding Not only can the installed scaffolding plate be reliably pressed and supported at all times, but also prevents floating when not in use and is convenient for storage, etc. An object of the present invention is to provide a scaffold plate for a suspended scaffold which allows the scaffold plate to be extremely safely erected and is easy to handle during the erection work and the demolition work.

【0005】[0005]

【課題を解決するための手段】即ち、本出願の請求項1
に係る発明は、吊足場用足場板26を架設支持せしめる
桁材4どうしを連結せしめるべく、該桁材4の連結端部
には各々対向状に嵌合部7が形成され、該嵌合部7の一
方には二つ割状とされた連結部材9の一端部が嵌合さ
れ、該連結部材9は外方より嵌合部7に挿通掛止された
調整ボルト13により拡開自在とされると共に、該連結
部材9の一方の外方端には係合孔18が形成され、他方
の嵌合部7には該係合孔18に対応すべくピン孔19が
形成されると共に、該ピン孔19を通して係合孔18に
係合せしめるべく係合ピン20が付設されてなることを
特徴とする、吊足場における桁材の連結構造を要旨とす
るものである。そして、本発明に係る吊足場における桁
材の連結構造は、調整ボルト13により連結部材9の取
付けと拡開作動を行わしめることが出来るものであっ
て、連結部材9を連結すべき他方の桁材4の嵌合部7に
嵌合せしめると共に、調整ボルト13により連結部材9
を拡開作動せしめて嵌合部7内に突張り状に圧接せし
め、ピン孔19を通して係合孔18に係合ピン20を係
合せしめることにより桁材4を強固に、しかも、安全確
実に連結せしめることが出来る。
Means for Solving the Problems That is, Claim 1 of the present application
In the invention according to the present invention, fitting portions 7 are formed opposite to each other at connecting ends of the girder members 4 so as to connect the girder members 4 for supporting and suspending the scaffold plate 26 for hanging scaffolds. One end of a split connecting member 9 is fitted to one side of the connecting member 7, and the connecting member 9 is made openable and expandable by an adjustment bolt 13 which is inserted and locked from outside to the fitting portion 7. At the same time, an engagement hole 18 is formed at one outer end of the connecting member 9, and a pin hole 19 is formed at the other fitting portion 7 so as to correspond to the engagement hole 18. The gist of the present invention is a connection structure of a girder member in a suspension scaffold, characterized in that an engagement pin 20 is additionally provided to engage with the engagement hole 18 through the pin hole 19. And the connecting structure of the girder member in the hanging scaffold according to the present invention is such that the connecting member 9 can be attached and expanded by the adjusting bolt 13, and the other girder to which the connecting member 9 is to be connected. The connecting member 9 is fitted to the fitting portion 7 of the material 4 and the adjusting bolt 13 is used.
Is expanded and pressed into the fitting portion 7 in a protruding manner, and the engaging pin 20 is engaged with the engaging hole 18 through the pin hole 19, so that the beam member 4 is firmly and securely and securely. Can be linked.

【0006】本出願の請求項2に係る発明は、所定間隔
をおいて並列状に吊設された桁材4間に足場板26を架
設して押圧支持せしめるべく、各桁材4に押え金具22
が締結部材23・24を介して締結自在に設けられると
共に、該押え金具22を所定方向に掛止せしめる掛止部
材25が設けられてなり、上記掛止部材25により押え
金具22をその不使時には桁材4の長手方向に沿って重
ね合せ状に掛止支持すると共に、使用時には直交状に掛
止支持せしめるべく構成されてなることを特徴とする、
吊足場における架設足場板の押圧支持構造を要旨とする
ものである。そして、本発明に係る架設足場板の押圧支
持構造は、押え金具22を桁材4と直交状に締結部材2
3・24でもって締結すると共に、掛止部材25に掛止
せしめてその可動を防止し、架設せしめた足場板26を
確実に押圧支持せしめることが出来るのみならず、不使
用時においても押え金具22を桁材4の長手方向に沿っ
て重ね合せると共に掛止部材25に掛止せしめ、その遊
動を確実に防止せしめることが出来る。
[0006] The invention according to claim 2 of the present application is to hold a scaffold plate 26 between the beam members 4 suspended in parallel at a predetermined interval so as to press and support each of the beam members 4. 22
Are provided so as to be freely fastened via fastening members 23 and 24, and a hooking member 25 for hooking the presser fitting 22 in a predetermined direction is provided. Sometimes it is configured to be hooked and supported in an overlapping manner along the longitudinal direction of the girder member 4 and to be hooked and supported orthogonally when used.
The gist of the present invention is a structure for supporting a suspended scaffold plate in a suspended scaffold. And, the pressing and supporting structure of the erected scaffold plate according to the present invention includes the holding member 22 and the fastening member 2 which is orthogonal to the beam member 4.
In addition to being fastened with 3.24, it can be hung on a hooking member 25 to prevent its movement, and can securely press and support the scaffolding plate 26 that has been erected, and can also hold down a holding bracket even when not in use. 22 can be overlapped along the longitudinal direction of the girder member 4 and can be hooked on the hooking member 25, so that the floating can be reliably prevented.

【0007】本出願の請求項3に係る発明は、所定間隔
をおいて並列状に吊設された掛止溝6付き桁材4間に掛
止片27を介して架設自在とされた方形状の吊足場用足
場板26であって、該足場板26の両端には各々掛止片
27にほぼ直交すべくガイド片28が突設されてなり、
該ガイド片28を各々隣あう桁材4の掛止溝6に掛止せ
しめつつ足場板26を傾動して架設せしめるべく構成さ
れてなることを特徴とする、吊足場用足場板を要旨とす
るものである。そして、本発明に係る吊足場用足場板2
6は、両端部のガイド片28を各々隣あう桁材4の掛止
溝6に掛止して載架支持せしめつつ、漸次傾動して掛止
片27を掛止溝6に掛止せしめることにより桁材4間に
架設せしめることが出来るものであり、足場板26の架
設作業を安全、かつ確実に行うことが出来る。
[0007] The invention according to claim 3 of the present application is directed to a rectangular shape which can be erected via a hooking piece 27 between spar members 4 with hang- ing grooves 6 suspended in parallel at a predetermined interval. And a guide piece 28 is provided at each end of the scaffold plate 26 so as to be substantially orthogonal to the hooking piece 27,
A scaffold plate for a suspended scaffold characterized in that the guide piece 28 is configured to be tilted and erected while each of the guide pieces 28 is hung in the engaging groove 6 of the adjacent girder member 4. Things. And the scaffold plate 2 for a suspended scaffold according to the present invention.
6 is that the guide pieces 28 at both ends are respectively supported by the hanging grooves 6 of the adjacent beam members 4 so as to be mounted and supported, and gradually tilted so that the hanging pieces 27 are engaged with the hanging grooves 6. Thus, the work for erection of the scaffold plate 26 can be performed safely and reliably.

【0008】本出願の請求項4に係る発明は、所定間隔
をおいて並列状に吊設された桁材4間に架設自在とされ
た方形状の吊足場用足場板26において、上記足場板2
6の上面には両側一対の取付け孔30を介して略下向き
コ字形状の把手29が設けられてなることを特徴とす
る、吊足場用足場板を要旨とするものである。そして、
本発明に係る吊足場用足場板26は、把手29を介して
足場板26を自由に取扱うことが出来るため、その架設
作業や解体作業などを極めて容易に行うことが出来るも
のである。
According to a fourth aspect of the present invention, there is provided a scaffolding plate 26 for a rectangular suspended scaffold which can be erected between beam members 4 suspended in parallel at a predetermined interval. 2
The present invention is characterized in that a handle 29 for a suspended scaffold is characterized in that a handle 29 having a substantially downward U-shape is provided on the upper surface of the base 6 through a pair of mounting holes 30 on both sides. And
Since the scaffold plate 26 for a suspended scaffold according to the present invention can freely handle the scaffold plate 26 via the handle 29, the work of erection and disassembly thereof can be performed extremely easily.

【0009】[0009]

【発明の実施の形態】以下に、本発明の実施の形態を図
面に示す一実施例について説明する。1は所定間隔をも
って並列状に配設された所要条の工形鋼製支持材で、該
支持材1は橋梁や高速道路などを構成する桁を利用する
ものとされている。2は該各支持材1にクランプ3を介
して取付け自在とされた所要長のチェ−ンなどよりなる
吊部材、4は該吊部材2により各支持材1の長手方向に
沿ってその下方に同一レベルに吊設自在とされた所要長
の桁材、5は該桁材4を構成する横断面下向きコ字形状
の基体、6は該基体5の長手方向に沿ってその両側に折
曲形成された両側一対の略U字形状掛止溝である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to an embodiment shown in the drawings. Reference numeral 1 denotes a support member made of structural steel having a required length and arranged in parallel at a predetermined interval, and the support member 1 uses a girder forming a bridge, an expressway, or the like. Reference numeral 2 denotes a suspending member made of a required length chain or the like which can be freely attached to each of the supporting members 1 via a clamp 3. Reference numeral 4 denotes a lower portion of the supporting member 1 along the longitudinal direction of the supporting member 1 by the suspending member 2. A girder member of a required length that can be hung freely on the same level, 5 is a base member having a U-shape with a downward cross section constituting the girder member 4, and 6 is formed by bending both sides of the base member 5 along the longitudinal direction thereof. It is a pair of substantially U-shaped engaging grooves on both sides.

【0010】7は上記基体5の両端部に仕切板8を介し
て各々区画形成された略方形体状の嵌合部、9は該嵌合
部7の一方にほぼ半部が可動自在に嵌合された二つ割状
の連結部材、10は該連結部材9の一方に連通孔11を
介して固着されたナット、12は該ナット10に対応す
べく同他方に形成された挿通孔、13は基体5の上方か
ら取付け孔14・15を介して嵌合部7に挿通された段
付き調整ボルトで、該調整ボルト13はそのネジ部16
が上記ナット10に螺合されると共に、先端のピン状軸
部17が挿通孔12に挿入掛止され、ナット10を介し
て螺動せしめることにより連結部材9を拡開作動せしめ
るものとされている。18は上記連結部材9の一方の外
方端に形成された溝孔状の係合孔、19は該係合孔18
に対応すべく他方の嵌合部7頂壁に形成されたピン孔、
20は該ピン孔19を通して連結部材9の係合孔18に
係合せしめるべく付設された略7字形状の係合ピンで、
該係合ピン20の先部はバネ材21を介して常時ピン孔
19方向に付勢せしめられている。
Reference numeral 7 denotes a substantially rectangular fitting portion which is formed at both ends of the base member 5 through partition plates 8. A substantially half portion 9 is movably fitted to one of the fitting portions 7. The combined split connecting member 10 is a nut fixed to one of the connecting members 9 via a communication hole 11, 12 is an insertion hole formed on the other side to correspond to the nut 10, 13 Is a stepped adjusting bolt inserted into the fitting portion 7 from above the base 5 through the mounting holes 14 and 15, and the adjusting bolt 13 is
Are screwed into the nut 10, the pin-shaped shaft 17 at the tip is inserted into the insertion hole 12, and is screwed through the nut 10 to cause the connecting member 9 to expand. I have. Reference numeral 18 denotes a slot-shaped engaging hole formed at one outer end of the connecting member 9, and 19 denotes the engaging hole 18.
A pin hole formed in the top wall of the other fitting portion 7 to correspond to
Reference numeral 20 denotes a substantially 7-shaped engaging pin provided to engage with the engaging hole 18 of the connecting member 9 through the pin hole 19.
The tip of the engagement pin 20 is constantly urged toward the pin hole 19 via a spring material 21.

【0011】22は後記する足場板26を架設して押圧
支持せしめるべく桁材4の基体5にボルト23・ナット
24を介して締結自在に取付けられた横断面下向きコ字
形状の押え金具、25は該押え金具22に隣接して形成
された掛止部材で、該掛止部材25は桁材4と直交状に
形成されると共に、押え金具22内に嵌合掛止せしめる
べくその内幅とほぼ同幅状に形成されている。そして、
架設せしめた足場板26を押圧支持せしめるさいには、
押え金具22を桁材4と直交状にボルト23・ナット2
4を介して固定すると共に、掛止部材25に掛止してそ
の可動を防止するものとされ、また、不使用時には押え
金具22を桁材4と同一方向に重ね合せると共に、掛止
部材25に嵌合掛止せしめ、その遊動を防止せしめるも
のとされている。
Numeral 22 is a downwardly-U-shaped holding metal fitting having a downward cross-section, which is attached to the base member 5 of the beam member 4 via bolts 23 and nuts 24 so as to be capable of supporting and pressing a scaffold plate 26 to be described later. Is a hooking member formed adjacent to the holding member 22. The holding member 25 is formed to be orthogonal to the girder member 4 and has an inner width and an inner width to be fitted and held in the holding member 22. They are formed to have substantially the same width. And
When pressing and supporting the erected scaffold plate 26,
Hold the holding member 22 perpendicular to the girder member 4 with the bolt 23 and nut 2
4 and is hung on a hook member 25 to prevent its movement. When not in use, the holding member 22 is overlapped with the girder member 4 in the same direction. To prevent the floating movement.

【0012】26は吊設せしめた桁材4に架設せしめる
べく細長な方形状に形成された金属製足場板、27は桁
材4の掛止溝6に嵌合掛止せしめるべく該足場板26の
両端四隅に各々下向き形成された掛止片で、該各掛止片
27は略テ−パ筒状に形成されており、足場板26を積
み重ねて輸送や格納せしめるさいには上下に対応する該
掛止片27どうしを嵌合せしめてその積み重ね荷姿をコ
ンパクトに、しかも安定よくせしめることが出来る。2
8は該掛止片27に直交すべく足場板26の短手方向に
向けて両端四隅に各々突設されたガイド片で、該ガイド
片28は足場板26を隣あう桁材4間に横向きに起立し
て載架せしめるさいに掛止溝6へ嵌合掛止せしめるもの
とされている。
Reference numeral 26 denotes a metal scaffold plate formed in an elongated rectangular shape so as to be erected on the suspended girder member 4, and 27 denotes a scaffold plate 26 for fitting into and engaging with the locking groove 6 of the girder member 4. Each of the hanging pieces 27 is formed in a substantially tapered cylindrical shape, and corresponds to the vertical direction when the scaffolding plates 26 are stacked and transported or stored. The latching pieces 27 can be fitted together to make the stacked load compact and stable. 2
Numeral 8 is a guide piece projecting from each of the four corners of the scaffold plate 26 in the transverse direction of the scaffold plate 26 so as to be orthogonal to the hooking piece 27. It is designed to be fitted and latched in the latching groove 6 when it is set up and mounted on the vehicle.

【0013】29は足場板26の両端部に各々両側一対
の取付け孔30を介して出没自在に取付けられた略下向
きコ字形状の把手である。
Numerals 29 are generally downwardly U-shaped handles which are attached to both ends of the scaffolding plate 26 through a pair of attachment holes 30 on both sides so as to be able to come and go.

【0014】そして、上述の如く構成された実施例は、
各支持材1の長手方向に沿ってその下端縁にクランプ3
を介して吊部材2を順次取付け、該吊部材2により桁材
4を同一レベルに吊設せしめる(図1参照)。このさ
い、押え金具22は桁材4の長手方向に沿ってその上面
に重ね合されると共に、掛止部材25に嵌合掛止され、
ボルト23・ナット24を介してその遊動が防止せしめ
られている(図5参照)。しかるのち、連結部材9を対
応する嵌合部7に嵌合せしめ、調整ボルト13の螺動に
より連結部材9を拡開作動せしめて嵌合部7内に突張り
状に圧接せしめると共に、ピン孔19を通して係合ピン
20を係合孔18に係合し、長手方向に沿って隣あう桁
材4どうしを直線状に連結せしめる(図3及び図4参
照)。このさい、桁材4どうしの連結は、上述の如く、
連結部材9を対応する嵌合部7に嵌合して調整ボルト1
3により拡開作動せしめ、突張り状に圧接すると共に係
合ピン20により係止せしめるものであるから、桁材4
どうしをガタ付くことなく確実に、しかも強固に連結せ
しめることが出来る。
The embodiment configured as described above is
A clamp 3 is attached to the lower edge of each support 1 along the longitudinal direction.
, The hanging members 2 are sequentially attached, and the beam members 4 are hung at the same level by the hanging members 2 (see FIG. 1). At this time, the presser fitting 22 is superimposed on the upper surface of the girder member 4 along the longitudinal direction thereof, and is fitted and latched on the latch member 25.
The looseness is prevented by the bolts 23 and the nuts 24 (see FIG. 5). Thereafter, the connecting member 9 is fitted into the corresponding fitting portion 7, and the connecting member 9 is expanded by the screwing of the adjustment bolt 13, so that the connecting member 9 is pressed into the fitting portion 7 in a projecting manner, and the pin hole is formed. The engaging pin 20 is engaged with the engaging hole 18 through 19 to connect the beam members 4 adjacent to each other along the longitudinal direction linearly (see FIGS. 3 and 4). At this time, the connection between the beam members 4 is, as described above,
The connecting member 9 is fitted to the corresponding fitting portion 7 to adjust the adjustment bolt 1
3 is used to perform the expanding operation, press-contact in a projecting manner, and lock with the engaging pin 20.
It is possible to securely and firmly connect each other without rattling.

【0015】次いで、把手29を把持して支持しつつ、
足場板26を横向きに起立せしめて隣あう桁材4間に載
架せしめると共に、ガイド片28を掛止溝6に掛止せし
める(図6及び図7参照)。そして、掛止せしめたガイ
ド片28を支点として漸次足場板26を傾動せしめつつ
掛止片27を対応する掛止溝6に掛止し、足場板26を
隣あう桁材4間に架設せしめる(図6、及び図8〜図1
0参照)。このさい、把手29を介して足場板26を架
設せしめるため、その架設作業を容易に行うことがで
き、また、ガイド片28を掛止溝6に掛止して相隣る桁
材4間に載架せしめるため、足場板26の落下など不測
の事故を生じることなく安全に架設作業を行うことが出
来る。
Next, while holding and supporting the grip 29,
The scaffolding plate 26 is erected laterally to be mounted between the adjacent beam members 4, and the guide piece 28 is locked in the locking groove 6 (see FIGS. 6 and 7). Then, while gradually tilting the scaffold plate 26 with the hooked guide piece 28 as a fulcrum, the hook piece 27 is hooked on the corresponding hook groove 6, and the scaffold board 26 is erected between the adjacent beam members 4 ( 6 and 8 to 1
0). At this time, since the scaffolding plate 26 is erected via the handle 29, the erection work can be easily performed. In addition, the guide piece 28 is hung in the hanger groove 6 and Because of the mounting, the erection work can be performed safely without an unexpected accident such as dropping of the scaffold plate 26.

【0016】足場板26の架設が終了すると、ボルト2
3を緩めて押え金具22を掛止部材25より解放すると
共に、桁材4と直交状に可動せしめ、掛止部材25に当
接して掛止せしめつつ桁材4を挟んで相隣る足場板26
をボルト23・ナット24により締結して押圧支持せし
める(図1及び図5参照)。このさい、押え金具22は
掛止部材25によりその可動が防止せしめられるため、
常に足場板26を確実に押圧支持せしめることが出来
る。
When the installation of the scaffold plate 26 is completed, the bolt 2
3 to release the presser fitting 22 from the hanging member 25, and to move the holding member 22 in a direction orthogonal to the girder member 4, and to abut on the hanging member 25 to be hung while holding the girder member 4 therebetween. 26
Are tightened by bolts 23 and nuts 24 to be pressed and supported (see FIGS. 1 and 5). At this time, since the presser fitting 22 is prevented from moving by the locking member 25,
The scaffold plate 26 can always be reliably pressed and supported.

【0017】以下、架設せしめた足場板26を中心とし
て順次相隣る桁材4間に足場板26を並列状のみならず
直列状に架設して敷詰め、吊足場を構築せしめる(図1
及び図2参照)。
In the following, the scaffolding plates 26 are laid not only in parallel but also in series between the adjacent beam members 4 with the erected scaffolding plates 26 as a center, and paved to construct a suspended scaffold (FIG. 1).
And FIG. 2).

【0018】なお、上記実施例において、連結部材9の
係合ピン20は略7字形状とされているが、これに限定
されるものでなく、棒状ピンなど他の公知のものを採択
使用することが出来るものである。また、押え金具22
の掛止部材25は桁材4と直交状に、しかも押え金具2
2内に嵌合掛止せしめるべくその内幅と同幅状に形成さ
れているが、これに限定されるものでなく、例えば、押
え金具22に外嵌、又は嵌合自在な2条の突片を桁材4
と直交状に形成せしめたり、あるいは4個の突起などを
形成せしめてもよいものである。さらに、足場板26は
掛止溝6付き吊足場用桁材4のみならず、単管など所要
の吊足場用桁材にも適用することが出来るものである。
In the above-described embodiment, the engaging pin 20 of the connecting member 9 has a substantially seven-letter shape, but the present invention is not limited to this, and another known one such as a rod-shaped pin is adopted and used. Can do that. In addition, the presser fitting 22
Of the holding member 2 is orthogonal to the beam member 4 and
2 is formed to have the same width as the inner width thereof so as to be fitted into the hook 2. However, the present invention is not limited to this. One piece of girder 4
It may be formed orthogonal to the above, or may be formed with four protrusions or the like. Furthermore, the scaffold plate 26 can be applied not only to the hanging scaffolding girder 4 with the locking groove 6 but also to a required hanging scaffolding girder such as a single pipe.

【0019】[0019]

【発明の効果】本出願の請求項1に係る発明は上述のよ
うに構成されているから、従来例のように取付けボルト
と調整ボルトを必要とすることなく、単に1個の調整ボ
ルト13により連結部材9の取付けや拡開作動を行わし
めることが出来るものであって、ひいては、構造が簡単
であり、その製作を容易に行うことが出来るのみなら
ず、連結部材9を連結すべき他方の桁材4の嵌合部7に
嵌合せしめると共に、調整ボルト13により連結部材9
を拡開作動せしめて嵌合部7内に突張り状に圧接せし
め、ピン孔19を通して係合孔18に係合ピン20を係
合せしめることにより桁材4を強固に、しかも安全確実
に連結せしめることが出来るものである。
Since the invention according to claim 1 of the present application is constructed as described above, it does not require mounting bolts and adjusting bolts as in the conventional example, but can be achieved by simply using one adjusting bolt 13. The connecting member 9 can be mounted and expanded. The structure of the connecting member 9 is simple and the manufacturing thereof can be easily performed. The connecting member 9 is fitted to the fitting portion 7 of the beam member 4 and the adjusting bolt 13 is used.
Is expanded and pressed into the fitting portion 7 in a projecting manner, and the engaging pin 20 is engaged with the engaging hole 18 through the pin hole 19, thereby securely and securely connecting the girder member 4. It can be done.

【0020】本出願の請求項2に係る発明は上述のよう
に構成されているから、押え金具22を桁材4と直交状
に締結部材23・24でもって締結すると共に、掛止部
材25に掛止せしめてその可動を防止し、架設せしめた
足場板26を確実に押圧支持せしめることが出来るのみ
ならず、不使用時においても押え金具22を桁材4の長
手方向に沿って重ね合せると共に、掛止部材25に掛止
せしめ、その遊動を確実に防止せしめることが出来るも
のである。
Since the invention according to claim 2 of the present application is configured as described above, the holding member 22 is fastened by the fastening members 23 and 24 in a direction orthogonal to the beam member 4, and It is possible to prevent the movable scaffold plate 26 from being moved by being hooked and securely press and support the erected scaffold plate 26, and also to hold the presser fitting 22 along the longitudinal direction of the girder member 4 when not in use. The hook member 25 can be hooked on the hook member 25 to reliably prevent its play.

【0021】本出願の請求項3に係る発明は上述のよう
に構成されているから、両端部のガイド片28を各々隣
あう桁材4の掛止溝6に掛止して載架支持せしめつつ、
漸次傾動して掛止片27を掛止溝6に掛止せしめること
により桁材4間に架設せしめることが出来るものであ
り、足場板26の架設作業を安全、かつ確実に行うこと
が出来るものである。
Since the invention according to claim 3 of the present application is constructed as described above, the guide pieces 28 at both ends are respectively supported by the retaining grooves 6 of the adjacent beam members 4 by being mounted thereon. While
It can be erected between the girder members 4 by gradually tilting and hooking the latching pieces 27 in the latching grooves 6, so that the work of laying the scaffold plate 26 can be performed safely and securely. It is.

【0022】本出願の請求項4に係る発明は上述のよう
に構成されているから、把手29を介して足場板26を
自由に取扱うことが出来るもので、足場板26の架設作
業や解体作業、あるいは保管作業等を極めて容易に行う
ことが出来るものである。
Since the invention according to claim 4 of the present application is configured as described above, the scaffold plate 26 can be freely handled through the handle 29, and the work of erection and dismantling of the scaffold plate 26 can be performed. Or storage work can be performed very easily.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の一実施例を使用状態と共に示す斜視図
である。
FIG. 1 is a perspective view showing an embodiment of the present invention together with a use state.

【図2】足場板26を架設せしめた状態を示す平面図で
ある。
FIG. 2 is a plan view showing a state where a scaffold plate 26 is erected.

【図3】桁材4の連結構造を示す斜視図である。FIG. 3 is a perspective view showing a connection structure of the beam members 4;

【図4】桁材4どうしを連結せしめた状態を示す横断面
図である。
FIG. 4 is a cross-sectional view showing a state where the beam members 4 are connected to each other.

【図5】押え金具22を示す平面図である。FIG. 5 is a plan view showing a holding member 22.

【図6】足場板26の架設状態を示す側面図である。FIG. 6 is a side view showing a state where the scaffold plate 26 is erected.

【図7】足場板26を桁材4間にガイド片28を介して
起立状に載架せしめた状態を示す断面図である。
FIG. 7 is a cross-sectional view showing a state in which the scaffolding plate 26 is erected between the beam members 4 via a guide piece 28 in an upright state.

【図8】足場板26を桁材4間にガイド片28を介して
載架して傾動せしめつつ架設せしめる状態を示す断面図
である。
FIG. 8 is a cross-sectional view showing a state in which the scaffold plate 26 is laid between the beam members 4 via the guide pieces 28 while being tilted and erected.

【図9】足場板26を架設せしめた状態を示す一部拡大
平面図である。
FIG. 9 is a partially enlarged plan view showing a state where the scaffold plate 26 is erected.

【図10】図9のI−I線に沿う断面図である。FIG. 10 is a sectional view taken along line II of FIG. 9;

【符号の説明】[Explanation of symbols]

4 桁材 6 掛止溝 7 嵌合部 9 連結部材 13 調整ボルト 18 係合孔 19 ピン孔 20 係合ピン 22 押え金具 23 ボルト 24 ナット 25 掛止部材 26 足場板 27 掛止片 28 ガイド片 29 把手 30 取付け孔 4 Girder material 6 Hook groove 7 Fitting part 9 Connecting member 13 Adjusting bolt 18 Engagement hole 19 Pin hole 20 Engagement pin 22 Presser fitting 23 Bolt 24 Nut 25 Hook member 26 Scaffold plate 27 Hook piece 28 Guide piece 29 Handle 30 mounting hole

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】足場板26を架設支持せしめる吊足場用桁
材4どうしを連結せしめるべく、該桁材4の連結端部に
は各々対向状に嵌合部7が形成され、該嵌合部7の一方
には二つ割状とされた連結部材9の一端部が嵌合され、
該連結部材9は外方より嵌合部7に挿通掛止された調整
ボルト13により拡開自在とされると共に、該連結部材
9の一方の外方端には係合孔18が形成され、他方の嵌
合部7には該係合孔18に対応すべくピン孔19が形成
されると共に、該ピン孔19を通して係合孔18に係合
せしめるべく係合ピン20が付設されてなることを特徴
とする、吊足場における桁材の連結構造。
An engaging portion is formed at a connecting end of each of the beam members for hanging scaffolds for supporting and supporting a scaffold plate. 7, one end of a split connecting member 9 is fitted,
The connecting member 9 is made openable by an adjustment bolt 13 inserted and locked from outside to the fitting portion 7, and an engaging hole 18 is formed at one outer end of the connecting member 9. A pin hole 19 is formed in the other fitting portion 7 so as to correspond to the engaging hole 18, and an engaging pin 20 is provided to engage the engaging hole 18 through the pin hole 19. The connection structure of a girder material in a hanging scaffold, characterized by the following.
【請求項2】所定間隔をおいて並列状に吊設された桁材
4間に足場板26を架設して押圧支持せしめるべく、各
桁材4に押え金具22が締結部材23・24を介して締
結自在に設けられると共に、該押え金具22を所定方向
に掛止せしめる掛止部材25が設けられてなり、上記掛
止部材25により押え金具22をその不使時には桁材4
の長手方向に沿って重ね合せ状に掛止支持すると共に、
使用時には直交状に掛止支持せしめるべく構成されてな
ることを特徴とする、吊足場における架設足場板の押圧
支持構造。
2. In order to support and press and support a scaffold plate 26 between girders 4 suspended in parallel at a predetermined interval, holding members 22 are attached to the respective girders 4 via fastening members 23 and 24. And a locking member 25 for locking the holding member 22 in a predetermined direction. The holding member 25 is used to hold the holding member 22 when it is not used.
Along the longitudinal direction of
A press-support structure for a suspended scaffold plate in a suspension scaffold, wherein the structure is configured to be hung and supported orthogonally when used.
【請求項3】所定間隔をおいて並列状に吊設された掛止
溝6付き桁材4間に掛止片27を介して架設自在とされ
た方形状の吊足場用足場板26であって、該足場板26
の両端には各々掛止片27にほぼ直交すべくガイド片2
8が突設されてなり、該ガイド片28を各々隣あう桁材
4の掛止溝6に掛止せしめつつ足場板26を傾動して架
設せしめるべく構成されてなることを特徴とする、吊足
場用足場板。
3. A rectangular scaffolding scaffolding plate 26 which can be erected freely via a hooking piece 27 between spar members 4 with hanging grooves 6 suspended in parallel at predetermined intervals. And the scaffold plate 26
Guide pieces 2 at both ends thereof so as to be substantially orthogonal to the hook pieces 27, respectively.
8 is protruded, and the scaffold plate 26 is tilted and erected while the guide pieces 28 are hung in the engaging grooves 6 of the adjacent girder members 4, respectively. Scaffolding board for scaffold.
【請求項4】所定間隔をおいて並列状に吊設された桁材
4間に架設自在とされた方形状の吊足場用足場板26に
おいて、上記足場板26の上面には両側一対の取付け孔
30を介して略下向きコ字形状の把手29が設けられて
なることを特徴とする、吊足場用足場板。
4. A rectangular scaffolding plate 26 for hanging scaffolding, which can be erected between beam members 4 suspended in parallel at a predetermined interval, a pair of mountings on both sides of the scaffolding plate 26. A scaffold plate for a suspended scaffold, wherein a handle 29 having a substantially downward U-shape is provided through a hole 30.
JP10230076A 1998-07-31 1998-07-31 Connected structure of girder in suspended scaffold and pressed-support structure of erected scaffold board and scaffold board Pending JP2000054618A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10230076A JP2000054618A (en) 1998-07-31 1998-07-31 Connected structure of girder in suspended scaffold and pressed-support structure of erected scaffold board and scaffold board

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10230076A JP2000054618A (en) 1998-07-31 1998-07-31 Connected structure of girder in suspended scaffold and pressed-support structure of erected scaffold board and scaffold board

Publications (1)

Publication Number Publication Date
JP2000054618A true JP2000054618A (en) 2000-02-22

Family

ID=16902180

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP2000054618A (en)

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JP2012233301A (en) * 2011-04-28 2012-11-29 Shinsei Kogyo:Kk Suspended scaffold assembly method, suspended scaffold structure, and scaffold linkage material
JP6334790B1 (en) * 2017-08-08 2018-05-30 嘉紀 目時 Suspended scaffolding, suspension scaffold construction method
JP2019031840A (en) * 2017-08-08 2019-02-28 嘉紀 目時 Suspending scaffold and construction method of suspending scaffold
CN107687131A (en) * 2017-09-21 2018-02-13 郑州新大方重工科技有限公司 For the opposite direction construction regulation means for the Bridge Erector for setting up full precast beam
CN107687131B (en) * 2017-09-21 2019-02-15 郑州新大方重工科技有限公司 For setting up the opposite direction construction regulation means of the Bridge Erector of full precast beam

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