JPH09137598A - Crossover material for scaffold - Google Patents

Crossover material for scaffold

Info

Publication number
JPH09137598A
JPH09137598A JP31717695A JP31717695A JPH09137598A JP H09137598 A JPH09137598 A JP H09137598A JP 31717695 A JP31717695 A JP 31717695A JP 31717695 A JP31717695 A JP 31717695A JP H09137598 A JPH09137598 A JP H09137598A
Authority
JP
Japan
Prior art keywords
scaffolding
gap
main body
scaffold
adjacent
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
JP31717695A
Other languages
Japanese (ja)
Inventor
Takeshi Noda
健 野田
Hiroyuki Hayase
弘幸 早瀬
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.)
ABE KOGYOSHO KK
Original Assignee
ABE KOGYOSHO 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 ABE KOGYOSHO KK filed Critical ABE KOGYOSHO KK
Priority to JP31717695A priority Critical patent/JPH09137598A/en
Publication of JPH09137598A publication Critical patent/JPH09137598A/en
Pending legal-status Critical Current

Links

Landscapes

  • Movable Scaffolding (AREA)

Abstract

PROBLEM TO BE SOLVED: To close a gap generated between adjoining scaffoldings by a simple fitting work, and further surely connect the adjoining scaffoldings to each other. SOLUTION: A crossover material 10 for scaffold is constituted of a crossover material main body 12 coveringly crossed over a gap S1 between adjoining scaffoldings K1, K1, and a connecting part 14 provided on the crossover material main body 12. The connecting part 14 is provided with a plurality of through holes. The respective pillar parts L1, L1 of the adjoining scaffoldings K1, K1 are inserted into the through holes, and hence the crossover material 10 is connected to the adjoining respective scaffoldings K1, K1. The crossover material main body 12 is coveringly crossed over the gap S1 between the scaffoldings K1, K1 so as to close the gap S1, and further the adjoining scaffoldings K1, K1 are connected to each other.

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】この発明は、隣り合う足場材
相互間の隙間に渡すように取り付けられて、その隙間を
塞ぐ、足場用の渡し材に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a scaffolding bridging material which is attached so as to be passed through a gap between adjacent scaffolds and closes the gap.

【0002】[0002]

【従来技術及び発明が解決しようとする課題】構造物等
を構築するにあたっては(以下構築予定物と称す)、そ
の構築物の内側あるいは外側を囲むように、足場材を組
んで種々の作業が行われる。その構築予定物が、例え
ば、平面視が円形状とか扇状のように曲線部を備えてい
る場合、構築予定物の壁面に沿うように足場材を並べる
と、隣り合う足場材相互間にほぼ三角形状あるいは台形
形状の隙間が生じる。
2. Description of the Related Art When constructing a structure or the like (hereinafter referred to as a construction target), various works are performed by assembling scaffolding so as to surround the inside or outside of the structure. Be seen. For example, if the planned construction material has a curved portion such as a circular shape or a fan shape in a plan view, if the scaffolding materials are arranged along the wall surface of the construction target material, a substantially triangular shape will be formed between adjacent scaffolding materials. A gap with a shape or trapezoid is generated.

【0003】そのため、この隙間を塞ぐように、例え
ば、適宜に切断したベニヤ板等をかぶせて針金等で縛り
付けなければならないという面倒があったし、また、こ
のベニヤ板等を用いて隣り合う足場材相互を、確実に連
結するには不充分であった。
Therefore, it has been troublesome that, for example, a properly cut veneer plate or the like is covered and tied with a wire or the like so as to close this gap, and the scaffolding materials adjacent to each other are used by using the veneer plate or the like. Was not sufficient to connect them securely.

【0004】この発明は、上記した問題点を解決するた
めになされたものであり、その目的とするところは、隣
り合う足場材相互間に生じる隙間を、簡単な取付作業で
塞ぐことができるとともに、その隣り合う足場材相互を
確実に連結することができる、足場用の渡し材を提供す
ることにある。
The present invention has been made in order to solve the above-mentioned problems, and an object thereof is to make it possible to close the gap between adjacent scaffolding materials by a simple mounting operation. The purpose of the present invention is to provide a bridging material for scaffolding that can reliably connect the adjacent scaffolding materials to each other.

【0005】[0005]

【課題を解決するための手段】請求項1に記載された足
場用の渡し材によれば、渡し材本体を連結部を介して隣
り合う各足場材に連結すると、渡し材本体は、隣り合う
足場材相互間の隙間を覆うように渡されて、その隙間を
塞ぐとともに、隣り合う足場材を相互に連結する。
According to the bridging material for scaffolds described in claim 1, when the bridging material main body is connected to each adjacent scaffolding material via the connecting portion, the bridging material main bodies are adjacent to each other. It is passed so as to cover the gaps between the scaffolds, closes the gaps, and connects adjacent scaffolds to each other.

【0006】また、請求項2に記載された足場用の渡し
材によれば、前記連結部は、渡し材本体の上辺部もしく
は下辺部に連設されており、また、隣り合う足場材の各
柱部を挿通させることができる、複数の貫通孔を備える
ので、隣り合う足場材の各柱部を、それら貫通孔に挿通
させることにより、足場用の渡し材を取り付け固定する
ことができる。
Further, according to the bridging material for scaffolds recited in claim 2, the connecting portion is continuously provided on the upper side or the lower side of the body of the bridging material, and each of the adjacent scaffolding materials. Since a plurality of through holes through which the pillar portions can be inserted are provided, it is possible to mount and fix the scaffolding material by inserting the pillar portions of the adjacent scaffolding members into the through holes.

【0007】また、請求項3に記載された足場用の渡し
材によれば、渡し材本体は、その上辺部もしくは下辺部
のいずれか一方が幅狭部となっており、また他方が幅広
部となっている。このため、作業予定対象物の近くまた
は離れたところに位置することによる、足場材相互間の
隙間の広狭に対応して、前記幅狭部及び幅広部を足場材
相互間の隙間の広狭に適宜当てはめれば、隣り合う足場
材相互間の隙間を覆うように足場用の渡し材を渡すこと
ができる。
Further, according to the scaffolding material for scaffolds described in claim 3, in the body of the scaffolding material, one of the upper side portion and the lower side portion is a narrow portion and the other is a wide portion. Has become. Therefore, the narrow portion and the wide portion are appropriately adjusted to the width of the gap between the scaffolds in accordance with the width of the gap between the scaffolds due to being located near or away from the work target object. If applied, the scaffolding material for scaffolding can be handed over so as to cover the gap between the adjacent scaffolding materials.

【0008】また、請求項4に記載された足場用の渡し
材によれば、渡し材本体は、その両側部にて立ち上がる
ようにして上方側へ出っ張っているので、隣り合う足場
材相互間の隙間を覆うように渡されるに際して、足場材
の横ばり部を跨ぐことができるため、その横ばり部が渡
し材本体の下方側に隠れる。
Further, according to the scaffolding material for scaffolds recited in claim 4, since the spanning material main body is bulged upward so as to stand up on both side portions thereof, the space between adjacent scaffolding materials is increased. When the scaffolding material is passed over so as to cover the gap, the scaffolding material can straddle the cross-beam portion, so that the cross-beam portion is hidden under the cross-linking material body.

【0009】更に、請求項5に記載された足場用の渡し
材によれば、渡し材本体は、網部もしくは格子部を備え
るので、渡し材本体は、滑り止めの働きをするととも
に、その重量が軽くなり、更に、雨雪等が降っても、雨
水または雪水等が下方側に抜けてしまう。
Further, according to the scaffolding material for scaffolds described in claim 5, since the material of the material for the scaffolding is provided with the mesh portion or the lattice portion, the material of the material for scaffolding serves as a non-slip member and its weight. Becomes lighter, and even if rain or snow falls, rainwater, snowwater, etc. will escape downward.

【0010】[0010]

【発明の実施の形態】以下、この発明にかかる足場用の
渡し材の実施の形態について、図面に基づいて説明す
る。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of a scaffolding material for scaffolding according to the present invention will be described below with reference to the drawings.

【0011】足場用の渡し材10は、図1及び図2に示
されるように、隣り合う足場材K1、K1相互間の隙間
S1に渡すように取り付けられる。そして、足場用の渡
し材10は、その隙間S1を覆うように渡される渡し材
本体12と、この渡し材本体12を隣り合う各足場材K
1、K1に連結することができるように、前記渡し材本
体12に設けられる連結部14とからなる。
As shown in FIGS. 1 and 2, the scaffolding bridging material 10 is attached so as to pass through the gap S1 between adjacent scaffolding materials K1 and K1. The scaffolding material 10 for scaffolding is composed of a material 12 for a material to be passed over so as to cover the gap S1, and each scaffolding material K adjacent to the material 12 for a material.
1, K1 and a connecting portion 14 provided on the transfer material body 12.

【0012】この実施の形態の場合、足場材K1、K1
としては、例えば、枠組足場が使用され、この枠組足場
は、図2及び図3に示されるように、作業予定対象物と
して、例えば、円形型貯留槽等の、曲線部分を有する構
築予定物Y1の外壁面側(図3の実線)に沿うように並
べて組まれている。ここで、構築予定物Y1とは、足場
材を組んで構築物を完成する前の状態をいうが、この発
明では広義の意味合いで、完成された構築物の補修等の
ために、足場材を組む予定の構築物を含む。また、作業
予定対象物は、足場材を組んで作業(主として構築作
業)するものであれば、建物等に限定されず、例えば、
自然物等であってもよく、その対象は特に限定されな
い。また、作業予定対象物は、例えば、コンクリート製
を始めとして、木製、金属製等であってもよく、構築材
料は特に限定されない。
In the case of this embodiment, scaffold materials K1 and K1
For example, a frame scaffold is used, and this frame scaffold, as shown in FIGS. 2 and 3, is a planned construction object Y1 having a curved portion, such as a circular storage tank, as a planned work object. Are assembled side by side along the outer wall surface side (solid line in FIG. 3). Here, the construction target Y1 refers to a state before the scaffolding material is assembled to complete the construction, but in the present invention, in a broad sense, scaffolding material is planned to be assembled for repairing the completed construction. Including constructs. Further, the work target object is not limited to a building or the like as long as it is a work (mainly a construction work) with scaffolding assembled, for example,
It may be a natural product or the like, and its target is not particularly limited. Further, the work-scheduled target may be, for example, concrete, wood, metal or the like, and the construction material is not particularly limited.

【0013】この各枠組足場は、一組の建枠K2、K
2、通路もしくは作業場所としての役割を果たすための
鋼製布板K3、固定用の筋違K4等からなっている。各
建枠K2は、例えば、鋼管からなり、相互に一定間隔だ
け離れて立てられる、一対の柱部L1、L1と、これら
柱部L1、L1の上部に架け渡される横ばり部L2など
からなる。そして、横ばり部L2には、鋼製布板K3の
一端部が掛けられて、一組の建枠K2、K2の間には、
鋼製布板K3が架け渡されている。
Each of these frame scaffolds is composed of a set of building frames K2, K.
2. A steel cloth plate K3 serving as a passage or a work place, a fixing brace K4, and the like. Each building frame K2 is made of, for example, a steel pipe, and is made up of a pair of pillar portions L1 and L1 which are stood apart from each other at a constant interval, and a horizontal beam portion L2 which is bridged over the pillar portions L1 and L1. . Then, one end of the steel cloth plate K3 is hung on the horizontal beam portion L2, and between the pair of building frames K2, K2,
A steel cloth plate K3 is bridged.

【0014】図示実施の形態の場合、隣り合う足場材K
1、K1相互間に形成されるほぼ三角形状あるいは台形
形状の隙間S1は、隣り合う足場材K1、K1の建枠K
2、K2間の隙間となるが、複数の足場材K1、K1
が、前記構築予定物Y1の外側に沿うように並べて設け
られている関係上、構築予定物Y1の近くのところに比
べて、離れたところは、隣り合う建枠K2、K2相互間
の隙間S1の幅が大きくなる。
In the illustrated embodiment, adjacent scaffold materials K
The substantially triangular or trapezoidal gap S1 formed between the first and the first K1 is the building frame K of the adjacent scaffolds K1 and K1.
2, scaffolds K1, K1
However, due to the fact that they are arranged side by side along the outside of the construction target Y1, the gap S1 between the adjacent building frames K2, K2 is more distant than the location near the construction planned Y1. Becomes wider.

【0015】そのため、渡し材本体12は、構築予定物
Y1の近くまたは離れたところに位置することによる、
足場材K1、K1相互間の隙間S1の広狭に対応した、
幅狭の上辺部12a及び幅広の下辺部12bを有し、具
体的には、平面ほぼ台形形状からなるとともに、隣り合
う建枠K2、K2相互間の隙間S1を覆うことができる
大きさからなっている。そして、上辺部12aをどの程
度の幅狭とし、また、下辺部12bをどの程度の幅広と
するかは、足場材K1の長手方向の寸法が一定の場合に
は、構築予定物Y1の曲線部分の曲率いかんによる。す
なわち、その曲率が大きくなればなるほど、上辺部12
a即ち、図示実施の形態において、構築予定物Y1に近
い短辺部側を一層幅狭にし、また、下辺部12b即ち、
構築予定物Y1から離れた長辺部側を一層幅広とする必
要がある。逆に、その曲率が小さくなればなるほど、上
辺部12aと下辺部12bとの長さの違いは小さくて済
む。
Therefore, the transfer material main body 12 is located near or away from the construction object Y1.
Corresponding to the width of the gap S1 between the scaffold materials K1 and K1,
It has a narrow upper side portion 12a and a wide lower side portion 12b, and specifically, has a substantially trapezoidal shape in a plane and a size capable of covering a gap S1 between adjacent building frames K2 and K2. ing. The width of the upper side portion 12a and the width of the lower side portion 12b are determined by the curved portion of the planned construction product Y1 when the lengthwise dimension of the scaffold K1 is constant. Depends on the curvature of. That is, as the curvature increases, the upper side portion 12
That is, in the illustrated embodiment, the shorter side closer to the construction target Y1 is further narrowed, and the lower side 12b, that is,
It is necessary to further widen the long side portion away from the construction target Y1. On the contrary, the smaller the curvature, the smaller the difference in length between the upper side portion 12a and the lower side portion 12b.

【0016】もっとも、渡し材本体12は、必ずしも図
示実施の形態のような台形形状からなる必要はなく、足
場材K1、K1相互間の隙間S1を覆うことができる大
きさからなれば、それ以外の形状からなっていてもよ
い。また、渡し材本体12の上辺部12a、又は下辺部
12bは、例えば曲線形状となっていてもよい。
However, the main body of the bridging material 12 does not necessarily have to have a trapezoidal shape as in the illustrated embodiment, and if it has a size capable of covering the gap S1 between the scaffold materials K1 and K1, other than that. It may have a shape of. Further, the upper side portion 12a or the lower side portion 12b of the transfer material body 12 may have, for example, a curved shape.

【0017】また、渡し材本体12は、例えば、鉄等の
金属からなる、網部T1と、その網部T1を囲む、例え
ば、鉄等の金属からなる、支持枠T2とからなってい
る。具体的には、平面ほぼ台形形状の網部T1を支持枠
T2が囲むように、その網部T1の周囲4辺に、支持枠
T2が溶着されている。
Further, the transfer material main body 12 is composed of a mesh portion T1 made of metal such as iron and a support frame T2 surrounding the mesh portion T1 made of metal such as iron. Specifically, the support frame T2 is welded to the four sides of the net portion T1 so that the net portion T1 having a substantially trapezoidal plane shape is surrounded by the support frame T2.

【0018】このように、渡し材本体12を、網部T1
から形成する理由は、滑り止めの働きをするとともに、
その重量が軽くなって、運搬が容易となり、更に、雨雪
等が降っても、下方側に抜けるからである。
In this way, the transfer material main body 12 is connected to the net portion T1.
The reason for forming from is that it works as a non-slip,
This is because the weight becomes lighter, the transportation becomes easier, and even if rain or snow falls, it falls out.

【0019】そして、この実施の形態の場合、網部T1
としては、例えば、JISで規定されているエキスパン
ドメタルを使用するが、必ずしもそれに限定される必要
はない。また、渡し材本体12は、網部T1と支持枠T
2とからなる必要はなく、例えば、網部T1は、例え
ば、格子部であってもよく、また、網もしくは格子が設
けられていない平板からなってもよい。また、支持枠T
2がなくてもよい。さらには、渡し材本体12の素材
は、必ずしも金属からなる必要はなく、所定以上の強度
を有すれば、合成樹脂など金属以外の素材からなってい
てもよい。
In the case of this embodiment, the net portion T1
For example, an expanded metal specified by JIS is used, but it is not necessarily limited thereto. Further, the transfer material main body 12 includes the net portion T1 and the support frame T.
The net portion T1 may be, for example, a lattice portion, or may be a flat plate on which no net or lattice is provided. Also, the support frame T
2 is not necessary. Furthermore, the material of the transfer material main body 12 does not necessarily have to be made of metal, and may be made of a material other than metal such as synthetic resin as long as it has a predetermined strength or more.

【0020】また、その渡し材本体12は、下方側から
渡し材本体12に当接して支持する前記足場材K1、K
1の側端部、すなわち建枠K2、K2の横ばり部L2、
L2を跨ぐように、その両側部にて立ち上がるようにし
て上方側へ出っ張っている。すなわち、渡し材本体12
は、その両側部に立ち上がり部12cを備えるととも
に、それら立ち上がり部12c、12c間の中央部分が
ほぼ水平となるように上方側へ出っ張っている。
Further, the scaffolding material main body 12 is in contact with and supports the scaffolding material main body 12 from the lower side.
1 side end portion, that is, the building frame K2, the lateral beam portion L2 of K2,
As it straddles L2, it rises on both sides so as to stand up. That is, the passing material body 12
Is provided with rising portions 12c on both sides thereof, and protrudes upward so that the central portion between the rising portions 12c, 12c is substantially horizontal.

【0021】このように、渡し材本体12が、その両側
部にて立ち上がるようにして上方側へ出っ張っている理
由は、渡し材本体12は、隣り合う足場材K1、K1相
互間の隙間S1を覆うように渡されるに際して、建枠K
2、K2の横ばり部L2、L2を跨いで、取り付けの障
害にならなくするとともに、渡し材本体12が通路もし
くは作業場所としての役割を果たす際に、横ばり部L
2、L2が渡し材本体12の下方側に隠れて通行等の障
害にならなくするためである。また、足場材K1、K1
の横ばり部L2、L2が、渡し材本体12を下方側から
当接して支持するので、渡し材本体12に上方側から荷
重が掛かっても、渡し材本体12は、横ばり部L2、L
2によって下方側から確実に支持されることになる。
As described above, the reason why the bridging material main body 12 is protruded upward so as to stand up on both sides thereof is that the bridging material main body 12 has the gap S1 between the adjacent scaffold materials K1 and K1. When handed over to cover K
2, K2 straddling the lateral beam portions L2, L2 to prevent obstruction in the attachment, and the lateral beam portion L when the passing material body 12 serves as a passage or a work place.
The reason for this is that L and L2 are hidden below the handing material main body 12 to prevent obstacles such as passing. Also, scaffold materials K1 and K1
Since the horizontal beam portions L2 and L2 of the transfer material body 12 abut and support the transfer material main body 12 from the lower side, the transfer material main body 12 does not contact the horizontal transfer beam portions L2 and L even when a load is applied to the transfer material main body 12 from the upper side.
It will be surely supported from below by 2.

【0022】それにより、鋼製布板K3上を、例えば、
ポンプ台車等の作業用の機具を運ぶ際に、鋼製布板K3
から渡し材本体12にさしかかっても、横ばり部L2、
L2等が通行の障害にならないので、それらの運搬も容
易となる。
Thereby, on the steel cloth plate K3, for example,
When carrying equipment for work such as pump trucks, steel cloth plate K3
Even if it approaches the transfer material body 12 from the
Since L2 and the like do not obstruct traffic, they are easily transported.

【0023】もっとも、前記渡し材本体12は、必ずし
も図示実施の形態のように、立ち上がり部12c、12
c間が水平となるように出っ張る必要はなく、例えば、
全体が湾曲するように出っ張っていても良いし、更に
は、必要性に乏しければ、出っ張らずほぼ水平の平面状
であってもよい。
However, the transfer material body 12 does not necessarily have the rising portions 12c, 12 as in the illustrated embodiment.
It is not necessary to project so that the space between c is horizontal. For example,
The protrusion may be formed so as to be curved as a whole, or if it is not necessary, it may be a substantially horizontal plane without protrusion.

【0024】次に、前記連結部14は、隣り合う足場材
K1、K1の各柱部L1、L1間の隙間S1の幅長B1
に少なくとも各柱部L1、L1の外径に相当する寸法を
加算した、幅長B2(図5参照)より大きな幅を有する
とともに、前記各柱部L1、L1を挿通させることがで
きる、複数の貫通孔18、18を備えている。図示実施
の形態においては、連結部14は渡し材本体12の上辺
部12a側に連設されているので、隣り合う足場材K
1、K1相互間の隙間S1は、構築予定物Y1の近くに
位置する柱部L1、L1相互間の隙間S1を意味する。
Next, the connecting portion 14 has a width B1 of a gap S1 between the pillar portions L1 and L1 of the adjacent scaffold materials K1 and K1.
A width greater than a width B2 (see FIG. 5) obtained by adding at least a dimension corresponding to the outer diameter of each of the pillar portions L1 and L1 and allowing the pillar portions L1 and L1 to be inserted therethrough. Through holes 18, 18 are provided. In the illustrated embodiment, since the connecting portion 14 is continuously provided on the upper side 12a side of the passing material body 12, the adjacent scaffolding materials K are used.
The gap S1 between 1 and K1 means the gap S1 between the pillar portions L1 and L1 located near the construction target Y1.

【0025】具体的には、連結部14は、金属板からな
り、直角に折り曲げられた一端部が、上辺部12a側の
支持枠T2に溶着されることにより取り付けられてい
る。また、この連結部14には、左右方向に一定間隔だ
け離した2個の前記貫通孔18、18が設けられてい
る。これら貫通孔18、18に、柱部L1、L1を挿通
させることにより、足場用の渡し材10の取り付けを確
実にするとともに、前記柱部L1、L1の位置ズレを規
制して、隣り合う足場材K1、K1相互を確実に連結す
ることができる。
Specifically, the connecting portion 14 is made of a metal plate and is attached by welding one end bent at a right angle to the support frame T2 on the side of the upper side 12a. Further, the connecting portion 14 is provided with the two through holes 18, 18 which are separated from each other in the left-right direction by a predetermined distance. By inserting the pillar portions L1 and L1 into the through holes 18 and 18, the attachment of the scaffolding material 10 for the scaffold is ensured, and the positional deviation of the pillar portions L1 and L1 is regulated, so that the adjacent scaffolds are provided. The materials K1 and K1 can be reliably connected to each other.

【0026】そして、柱部L1、L1が、貫通孔18、
18内で、がた付かないようにするため、図4及び図5
に示されるように、柱部L1、L1が挿通された各貫通
孔18、18に、例えば、下端部が楔状をなす止め具M
1を、ハンマー等で叩いて、それぞれ差し込むようにす
るのが望ましい。そして、止め具M1の紛失等の防止及
び取り扱いの容易のため、縄、紐、鎖等の、結び付け具
M2により、その止め具M1を網部T1につないでお
く。
The pillar portions L1 and L1 are connected to the through holes 18,
4 and 5 in order to prevent rattling in 18
As shown in FIG. 3, the stopper M having a wedge-shaped lower end is provided in each of the through holes 18, 18 into which the pillars L1, L1 are inserted.
It is desirable to hit 1 with a hammer or the like to insert each. Then, in order to prevent loss and the like of the stopper M1 and to facilitate handling, the stopper M1 is connected to the net portion T1 by a tie M2 such as a rope, a string, or a chain.

【0027】もっとも、前記連結部14は、図示実施の
形態のような複数の貫通孔18、18を備えている必要
はなく、渡し材本体12を隣り合う各足場材K1、K1
に連結して、隣り合う足場材K1、K1が相互に連結で
きるものであれば、それ以外の構造からなっていてもよ
い。また、前記貫通孔18、18の個数は、足場材K
1、K1の設置現場等の状況に応じて、2個以上設けて
も良い。
However, it is not necessary for the connecting portion 14 to have a plurality of through holes 18, 18 as in the illustrated embodiment, and each scaffold material K1, K1 adjacent to the transfer material body 12 is not necessary.
If the scaffolds K1 and K1 adjacent to each other can be connected to each other, they may have a structure other than that. Further, the number of the through holes 18, 18 is the scaffold material K.
Two or more may be provided depending on the situation such as the installation site of 1, K1.

【0028】また、連結部14を渡し材本体12の幅狭
の上辺部12a側に設ける理由は、足場材K1、K1を
連結する位置を、足場材K1、K1相互間の隙間S1の
狭いところに対応させるためである。そして、足場材K
1、K1を連結する位置を、足場材K1、K1相互間の
隙間S1の狭いところにしたのは、隙間S1の広いとこ
ろに比べて、柱部L1、L1を前記貫通孔18、18内
に差し込む作業が、容易になるからである。
The reason why the connecting portion 14 is provided on the side of the narrow upper side 12a of the crossing material body 12 is that the position where the scaffolding materials K1 and K1 are connected is that the gap S1 between the scaffolding materials K1 and K1 is narrow. This is to correspond to. And scaffolding material K
The position where the 1, K1 are connected is set to a narrow space S1 between the scaffolds K1 and K1 because the pillar portions L1 and L1 are located in the through holes 18 and 18 as compared with the wide space S1. This is because the work of inserting becomes easier.

【0029】もっとも、連結部14は、必ずしも渡し材
本体12の幅狭の上辺部12a側に設ける必要はなく、
例えば、渡し材本体12の幅広の下辺部12b側に設け
てもよいし、それ以外のところに設けてもよい。
However, the connecting portion 14 does not necessarily have to be provided on the side of the narrow upper side 12a of the transfer material body 12,
For example, it may be provided on the side of the wide lower side 12b of the transfer material main body 12, or may be provided at a place other than that.

【0030】次に、この実施の形態の足場用の渡し材1
0を用いて、隣り合う足場材K1、K1を連結する方法
を説明すると、最初に、最下段側の足場材K1、K1
を、曲線部分を有する構築予定物Y1の外側に沿うよう
に並べる。そして、足場材K1、K1の、構築予定物Y
1の近くに位置する柱部L1、L1を、連結部14の2
個の貫通孔18、18に挿通させるように、柱部L1、
L1の上方側から、連結部14を下方側に向かって降ろ
して、貫通孔18、18内に柱部L1、L1の上方部を
差し込む。
Next, the scaffolding material 1 for scaffolding of this embodiment
A method for connecting adjacent scaffolds K1 and K1 using 0 will be described. First, the scaffolds K1 and K1 on the lowermost stage side will be described.
Are arranged along the outside of the construction target Y1 having the curved portion. And the planned construction material Y of the scaffold materials K1 and K1
The pillar portions L1 and L1 located near 1 are connected to the connecting portion 14
The column portions L1, so as to be inserted into the individual through holes 18, 18.
The connecting portion 14 is lowered from the upper side of L1 toward the lower side, and the upper portions of the pillar portions L1, L1 are inserted into the through holes 18, 18.

【0031】そして、足場材K1、K1の横ばり部L
2、L2が、渡し材本体12を下方側から当接して支持
するところまで、連結部14を下方側に向かって降ろ
す。その後、必要性があれば、最下段側の足場材K1、
K1の柱部L1、L1の上端部に、例えば、連結ピンを
介して、2段目の足場材K1、K1の柱部L1、L1の
下端部を連結して、最下段側の足場材K1、K1上に、
2段目の足場材K1、K1を積み上げる。そして、2段
目の足場材K1、K1についても、最下段側の足場材K
1、K1と同様に、足場用の渡し材10を取り付ける。
以下必要な高さになるまで、足場材K1、K1を同様に
積み上げて、足場用の渡し材10を順次取り付ける。
The scaffold members K1 and K1 are provided with a horizontal cross section L.
2. The connecting portion 14 is lowered toward the lower side until the L2 contacts and supports the transfer material body 12 from the lower side. After that, if necessary, the scaffolding material K1 on the bottom side,
The lower end of the scaffold K1 at the lowermost stage is connected to the upper ends of the pillars L1 and L1 of K1 by connecting the lower ends of the pillars L1 and L1 of the second stage of the scaffold K1 and the pillars L1 and L1 of K1, for example, via a connecting pin. , On K1,
Stack the second-stage scaffolding materials K1 and K1. The scaffolding materials K1 and K1 of the second step are also the scaffolding material K on the bottom side
The scaffolding material 10 for scaffolding is attached like 1 and K1.
The scaffold materials K1 and K1 are similarly piled up until the required height is obtained, and the scaffolding material 10 for scaffolding is sequentially attached.

【0032】また、連結部は、必ずしも、既述したよう
な複数の貫通孔18、18を備えた金属板である必要は
ない。例えば、図6に示される連結部20は、渡し材本
体12の下面側に取り付けられ、左右のクランプW1
が、隣り合う足場材K1、K1の横ばり部L2、L2を
掴んで、両足場材K1、K1を連結することができるよ
うになっている。
Further, the connecting portion does not necessarily have to be a metal plate provided with the plurality of through holes 18, 18 as described above. For example, the connecting portion 20 shown in FIG. 6 is attached to the lower surface side of the transfer material main body 12, and the left and right clamps W1
However, the scaffold members K1 and K1 can be connected to each other by grasping the lateral beam portions L2 and L2 of the adjacent scaffold members K1 and K1.

【0033】すなわち、このクランプW1は、ピンP
1、P1が突設されたフック部W2と、前記ピンP1、
P1が係合するガイド孔P2、P2を備えた可動片W4
とからなる。それにより、フック部W2内に、横ばり部
L2、L2をはめ込む際には、可動片W4を上方側に位
置させて(図中実線で示す)、フック部W2の開口W3
を大きくする。また、フック部W2内に横ばり部L2、
L2をはめ込んだところで、可動片W4を下方側に位置
させて(図中仮想線で示す)、その開口W3から横ばり
部L2、L2が外れないように、その開口W3を小さく
することができる。
That is, the clamp W1 has a pin P
1, a hook portion W2 having a protruding portion P1 and the pin P1,
A movable piece W4 having guide holes P2 and P2 with which P1 engages
Consists of Thereby, when the horizontal beam portions L2, L2 are fitted into the hook portion W2, the movable piece W4 is positioned on the upper side (shown by the solid line in the figure), and the opening W3 of the hook portion W2 is formed.
To increase. In addition, in the hook portion W2, a horizontal beam portion L2,
When L2 is fitted, the movable piece W4 can be positioned on the lower side (shown by a virtual line in the figure), and the opening W3 can be made smaller so that the lateral beam portions L2, L2 do not come off from the opening W3. .

【0034】尚、本発明は、上述した実施の形態に限定
されるわけではなく、その他種々の変更が可能である。
例えば、足場材は、曲線部分を有する作業予定対象物の
内側(図3の想像線)に沿うように並べてられていもよ
い。また、この発明にかかる足場用の渡し材は、トンネ
ル工事現場、高架工事現場、天井工事現場、地下鉄工事
現場、その他の工事現場に設置される足場材において使
用されてもよい。また、その足場材は、枠組足場に限ら
れるものでなく、例えば、丸太足場、単管足場等のその
他の構造の足場材であってもよい。
The present invention is not limited to the above-mentioned embodiment, but various modifications can be made.
For example, the scaffolding materials may be arranged along the inside (imaginary line in FIG. 3) of the work scheduled object having the curved portion. Further, the scaffolding material for scaffolding according to the present invention may be used in scaffolding materials installed in tunnel construction sites, elevated construction sites, ceiling construction sites, subway construction sites, and other construction sites. Further, the scaffold is not limited to the frame scaffold, and may be a scaffold having another structure such as a log scaffold or a single pipe scaffold.

【0035】[0035]

【発明の効果】以上、詳述したところから明らかなよう
に、この発明にかかる足場用の渡し材によれば、次の効
果がある。
As is clear from the above, the scaffold bridging material according to the present invention has the following effects.

【0036】請求項1に記載された足場用の渡し材によ
れば、隣り合う足場材相互間の隙間を簡単に塞ぐことが
できるとともに、隣り合う足場材相互を確実に連結する
ことができる。
According to the bridging material for scaffolds described in claim 1, the gap between the adjacent scaffolds can be easily closed and the adjacent scaffolds can be reliably connected to each other.

【0037】また、請求項2に記載された足場用の渡し
材によれば、隣り合う足場材の各柱部を、連結部の貫通
孔に挿通させるのみで、その足場用の渡し材を、隣り合
う足場材相互間に、容易に取り付けることができるとと
もに、両者を確実に連結することができる。
Further, according to the scaffolding material of the second aspect, the pillar material of the adjacent scaffolding material is simply inserted into the through hole of the connecting portion, and the scaffolding material for the scaffolding material is It is possible to easily attach the adjacent scaffolds to each other and to reliably connect the both.

【0038】また、請求項3に記載された足場用の渡し
材によれば、渡し材本体は、足場材相互間の隙間の広狭
に対応した、幅狭部及び幅広部を有しているので、幅狭
部及び幅広部を足場材相互間の隙間の広狭に適宜当ては
めれば、隣り合う足場材相互間の隙間を覆うように足場
用の渡し材を渡すことができる。
According to the bridging material for scaffolding recited in claim 3, the bridging material main body has the narrow portion and the wide portion corresponding to the width of the gap between the scaffold materials. By appropriately fitting the narrow portion and the wide portion to the width of the gap between the scaffolds, it is possible to pass the scaffolding material over the gap between the adjacent scaffolds.

【0039】また、請求項4に記載された足場用の渡し
材によれば、足場材の横ばり部が渡し材本体の下方側に
隠れて通行等の障害にならなくなる。
According to the scaffolding material of the fourth aspect, the cross-beam portion of the scaffolding material is hidden under the material of the scaffolding material so as not to obstruct the passage.

【0040】更に、請求項5に記載された足場用の渡し
材によれば、渡し材本体は、滑り止めの働きをするとと
もに、その重量が軽くなって、運搬が容易となり、更
に、雨雪等が降っても下方側に抜けて、雨水または雪水
等がたまらない。
Further, according to the scaffolding material for scaffolds described in claim 5, the material of the material for the scaffolding serves as a non-slip material, and the weight thereof is light to facilitate the transportation, and further, the rain and snow. Even if it rains, it will fall down and rainwater or snow water will not collect.

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

【図1】この発明に係る足場用の渡し材の一実施の形態
を示す斜視図である。
FIG. 1 is a perspective view showing an embodiment of a bridge material for scaffolding according to the present invention.

【図2】足場用の渡し材を、隣り合う足場材相互間の隙
間を覆うように渡した状態の斜視図である。
FIG. 2 is a perspective view showing a state in which a bridging material for scaffolding is laid so as to cover a gap between adjacent scaffolding materials.

【図3】構築対象物の外側もしくは内側に沿うように、
足場材を複数並べた状態を示す概略図である。
[Fig. 3] Along the outside or inside of the construction target,
It is a schematic diagram showing a state where a plurality of scaffold materials are arranged.

【図4】止め具を取り付けた足場用の渡し材の正面図で
ある。
FIG. 4 is a front view of a bridging material for scaffolding to which a stopper is attached.

【図5】止め具を使用した際の、足場用の渡し材及び足
場材の一部分を拡大して示す斜視図である。
FIG. 5 is an enlarged perspective view showing a part of the scaffolding material and the scaffolding material when the stopper is used.

【図6】この発明に係る足場用の渡し材の他の実施の形
態を示す側面図である。
FIG. 6 is a side view showing another embodiment of the bridge material for scaffolding according to the present invention.

【符号の説明】[Explanation of symbols]

10 足場用の渡し材 K1 足場材
L1 柱部 S1 隙間 12 渡し材本体 12a 上辺
部 12b 下辺部 T1 網部 14、20 連結部 18 貫通孔
10 Handing materials for scaffolding K1 scaffolding material
L1 pillar portion S1 gap 12 bridging material body 12a upper side portion 12b lower side portion T1 net portion 14, 20 connecting portion 18 through hole

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 隣り合う足場材相互間の隙間に、渡すよ
うに取り付けられる足場用の渡し材であって、 前記隙間を覆うように渡される渡し材本体と、 この渡し材本体を、前記隣り合う各足場材に連結するこ
とができるように、前記渡し材本体に設けられる連結部
とからなる足場用の渡し材。
1. A handing material for scaffolding, which is attached so as to pass in a gap between adjacent scaffolding materials, the handing material main body being passed over so as to cover the gap, and the handing material main body A scaffolding material for scaffolding, which comprises a coupling portion provided on the material of the scaffolding material so that it can be coupled to each scaffolding material.
【請求項2】 前記連結部は、前記渡し材本体の上辺部
もしくは下辺部に連設されており、前記隣り合う足場材
の各柱部を挿通させることができる、複数の貫通孔を備
えている請求項1に記載の足場用の渡し材。
2. The connecting portion is continuously provided on an upper side portion or a lower side portion of the passing material body, and has a plurality of through holes through which the pillar portions of the adjacent scaffold materials can be inserted. The scaffolding material for scaffolding according to claim 1.
【請求項3】 前記渡し材本体は、その上辺部もしくは
下辺部のいずれか一方が幅狭部となっており、また他方
が幅広部となっている請求項1又は2に記載の足場用の
渡し材。
3. The scaffolding body according to claim 1, wherein one or both of an upper side portion and a lower side portion of the bridging material body is a narrow portion and the other is a wide portion. Handing over material.
【請求項4】 前記渡し材本体は、その両側部にて立ち
上がるようにして、上方側へ出っ張っている請求項1乃
至3のいずれか1項に記載の足場用の渡し材。
4. The scaffolding material for scaffolding according to any one of claims 1 to 3, wherein the bridging material main body is erected on both sides thereof so as to project upward.
【請求項5】 前記渡し材本体は、網部もしくは格子部
を備えている請求項1乃至4のいずれか1項に記載の足
場用の渡し材。
5. The bridging material for scaffolding according to claim 1, wherein the bridging material main body includes a mesh portion or a lattice portion.
JP31717695A 1995-11-09 1995-11-09 Crossover material for scaffold Pending JPH09137598A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP31717695A JPH09137598A (en) 1995-11-09 1995-11-09 Crossover material for scaffold

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP31717695A JPH09137598A (en) 1995-11-09 1995-11-09 Crossover material for scaffold

Publications (1)

Publication Number Publication Date
JPH09137598A true JPH09137598A (en) 1997-05-27

Family

ID=18085303

Family Applications (1)

Application Number Title Priority Date Filing Date
JP31717695A Pending JPH09137598A (en) 1995-11-09 1995-11-09 Crossover material for scaffold

Country Status (1)

Country Link
JP (1) JPH09137598A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU2013100896B4 (en) * 2013-02-11 2015-02-12 4 Ken Pty Ltd Method and system for oblique scaffold connection
EP2954132A4 (en) * 2013-02-11 2017-01-25 4 Ken Pty Ltd Cantilevered supplementary support platform for modular scaffold

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU2013100896B4 (en) * 2013-02-11 2015-02-12 4 Ken Pty Ltd Method and system for oblique scaffold connection
EP2954132A4 (en) * 2013-02-11 2017-01-25 4 Ken Pty Ltd Cantilevered supplementary support platform for modular scaffold

Similar Documents

Publication Publication Date Title
JP3410736B2 (en) Modular reinforcing cage for ductile concrete frame members and method of manufacturing and erection thereof
KR100926140B1 (en) Structure for using precast members and construction method thereof
KR100727172B1 (en) Precast Concrete Panel and Nonsupport Construction Method of Bridge's Cantilever Work Utilizing P.C.P
JP5097313B2 (en) Suspended scaffold and its installation method
KR200417438Y1 (en) Bracket structure for girder and slab construction
KR101749959B1 (en) Assembly type arch structure and method for constructing it
JP7085382B2 (en) Dry floor structure and its construction method
US20060135005A1 (en) Snappy structural system
KR102269141B1 (en) Deck plate wall installation method using underground pavement
KR100373783B1 (en) A temporary bracket for construction of precast concrete beam bridge and the temporary work method using the same
JP2000336929A (en) Beam form structure and its formation method
JPH09137598A (en) Crossover material for scaffold
KR200418842Y1 (en) Fixing structure between jointing portion of deep-decks
JP2924659B2 (en) Construction method of assembling scaffold
KR102294174B1 (en) Temporary structure and construction method for formwork
JPH07103679B2 (en) Suspension scaffold assembly method and scaffold material used for it
JP7032051B2 (en) Floor structure construction method and floor structure reuse method
JP2017089128A (en) Overhang platform of temporary scaffold
JP2004270377A (en) Column-beam preassembled reinforcement body, and preassembled reinforcement method using the same
JP7301248B1 (en) Structure of floor girder unit and temporary pier
KR102643020B1 (en) SRC PC column and construction method using this
JP7321105B2 (en) Protective panel for scaffolding and scaffolding using the same
KR102443924B1 (en) Safety pathway for pedestrians
JPH08184179A (en) Side surface protecting wall assembling method for suspended scaffold and side surface protecting panel therefor
KR200186212Y1 (en) Trussed floor structure