JPH084276A - Temporary scaffold structure for ceiling of building unit - Google Patents

Temporary scaffold structure for ceiling of building unit

Info

Publication number
JPH084276A
JPH084276A JP14292894A JP14292894A JPH084276A JP H084276 A JPH084276 A JP H084276A JP 14292894 A JP14292894 A JP 14292894A JP 14292894 A JP14292894 A JP 14292894A JP H084276 A JPH084276 A JP H084276A
Authority
JP
Japan
Prior art keywords
temporary
beams
ceiling
scaffolding
building unit
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
JP14292894A
Other languages
Japanese (ja)
Inventor
Kenji Matsuka
賢治 松家
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.)
Sekisui Chemical Co Ltd
Original Assignee
Sekisui Chemical Co Ltd
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 Sekisui Chemical Co Ltd filed Critical Sekisui Chemical Co Ltd
Priority to JP14292894A priority Critical patent/JPH084276A/en
Publication of JPH084276A publication Critical patent/JPH084276A/en
Pending legal-status Critical Current

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  • Movable Scaffolding (AREA)

Abstract

PURPOSE:To enhance the safety of work by laying a plurality of temporary beams between a pair of ceiling beams in parallel to each other, and engagingly locking a plurality of scaffold boards between the temporary beams by engaging claws provided on the upper surfaces of the temporary beams to support them by the temporary beams. CONSTITUTION:A plurality of temporary beams 2 are laid between a pair of ceiling beams 15a, 15b of a building unit in parallel to each other, a plurality of scaffold boards 5 are arranged between the mutually adjacent temporary beams 2. A plurality of engaging claws 31 are mounted out the upper surface of the temporary beam 2, and the engaging claws 31 are engaged with locking holes 51 formed on the edge part of the scaffold board 5. Each pair of slide regulating pins 322 for regulating the slide of the scaffold boards 5 are provided in the direction orthogonal to the extending direction of each temporary beam 2 for supporting the scaffolds 5, and the opposed edge parts of the scaffold boards 5 are supported by each one temporary beam 2. Thus, the number of working processes can be reduced.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、ユニット住宅などの
施工現場で用いる建物ユニットの天井仮足場構造に関す
るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a temporary ceiling scaffolding structure for a building unit used at a construction site such as a unit house.

【0002】[0002]

【従来の技術】いわゆるユニット住宅などのユニット建
物は、たとえば特公昭62−62224号公報に示され
るように、運搬可能な大きさの建物ユニットを工場生産
し、施工現場に搬入されたこれらの建物ユニットを順次
組み立ててゆく工法によって建築される。
2. Description of the Related Art As for unit buildings such as so-called unit houses, for example, as shown in Japanese Patent Publication No. 62-62224, those building units which are produced in a factory and which can be transported are factory-produced and carried into a construction site. It is built by the method of assembling the units one by one.

【0003】ところで、施工現場でおこなわれる組立作
業には、建物ユニット同士の据付や各建物ユニット内に
おける各種の造作作業がある。そして、建物ユニットが
骨組状態で搬入されている場合には、前記作業を当該建
物ユニットの内部からおこなうための特別の仮足場構造
が必要となってくる。
By the way, assembling work carried out at a construction site includes installation of building units and various works in each building unit. Then, when the building unit is carried in in a skeleton state, a special temporary scaffold structure for performing the work from the inside of the building unit is required.

【0004】この仮足場構造としては、たとえば特願平
5−114581号に示されるような建物ユニットの天
井仮足場構造がある。
As this temporary scaffold structure, for example, there is a ceiling temporary scaffold structure of a building unit as shown in Japanese Patent Application No. 5-114581.

【0005】この種のものでは、建物ユニットの天井構
面の一部をなす一対の天井梁間に複数の仮梁を所定間隔
をあけて互いに平行に架け渡し、前記所定間隔よりも幅
広とされた複数の足場板を互いに隣り合う前記仮梁間に
配設し、前記仮梁の上面に設けた係止手段によって前記
足場板の端縁部を前記仮梁に係止させた状態で前記足場
板を前記仮梁に支持させるようになっている。
In this type, a plurality of temporary beams are laid across a pair of ceiling beams forming a part of the ceiling structure of the building unit in parallel with each other at a predetermined interval, and are made wider than the predetermined interval. A plurality of scaffolding plates are arranged between the temporary beams adjacent to each other, and the scaffolding plate is formed in a state in which the edge portion of the scaffolding plate is locked to the temporary beams by the locking means provided on the upper surface of the temporary beam. The temporary beams are supported.

【0006】さらに、前記足場板の上方および一側方か
ら前記足場板の端縁部に係合する複数の係合爪を前記仮
梁の上面に取り付け、前記足場板の端縁部に形成された
係止用孔に下方から挿通された状態で前記係合爪と協働
して前記足場板の水平方向の摺動を規制する複数の摺動
規制ピンを前記仮梁の延びる方向に沿って前記仮梁の上
面に立設したものとなっている。したがって、階段を設
けるための吹き抜け部などにも簡単に設置することがで
き、しかも作業の安全性も確保することができるという
利点がある。
Further, a plurality of engaging claws that engage with the end edge portion of the scaffold plate from above and one side of the scaffold plate are attached to the upper surface of the temporary beam, and are formed at the end edge portion of the scaffold plate. A plurality of slide regulating pins that cooperate with the engaging claws to regulate the horizontal sliding of the scaffolding plate while being inserted into the locking hole from below along the extending direction of the temporary beam. It is erected on the upper surface of the temporary beam. Therefore, there is an advantage that it can be easily installed in a stairwell for providing stairs and the work safety can be secured.

【0007】[0007]

【発明が解決しようとする課題】しかしながら、上記の
ような建物ユニットの天井仮足場構造では、仮梁の延び
る方向と直交する方向に配設された足場板同士の対向端
縁部は、別々の仮梁によって支持されるようになってい
るため、当該仮梁を離して架け渡し、しかも足場板同士
の間に隙間があいているような場合には、その隙間から
足を踏み外すおそれがある。また、仮梁の本数が多くな
り工数がかかるという不具合もある。
However, in the ceiling temporary scaffolding structure for a building unit as described above, the facing end edges of the scaffolding plates arranged in the direction orthogonal to the direction in which the temporary beam extends are different from each other. Since the temporary beams are supported by the temporary beams, the temporary beams may be bridged over each other, and if there is a gap between the scaffolding plates, there is a risk of stepping out of the gap. There is also a problem in that the number of temporary beams increases and man-hours are required.

【0008】この発明は、上記の実情を考え合わせて創
作されたもので、作業の安全性の向上および作業工数の
低減を図ることのできる建物ユニットの天井仮足場構造
を提供することを目的とするものである。
The present invention was created in consideration of the above circumstances, and an object thereof is to provide a temporary ceiling scaffolding structure for a building unit capable of improving work safety and reducing work man-hours. To do.

【0009】[0009]

【課題を解決するための手段】この発明は、上記の目的
を達成するため、建物ユニットの天井構面の一部をなす
一対の天井梁間に複数の仮梁を所定間隔をあけて互いに
平行に架け渡し、前記所定間隔よりも幅広とされた複数
の足場板を互いに隣り合う前記仮梁間に配設し、前記仮
梁の上面に設けた係止手段によって前記足場板の端縁部
を前記仮梁に係止させた状態で前記足場板を前記仮梁に
支持させる建物ユニットの天井仮足場構造であって、前
記足場板の上方および一側方から前記足場板の端縁部に
係合する複数の係合爪を前記仮梁の上面に取り付け、前
記足場板の端縁部に形成された係止用孔に挿通された状
態で前記係合爪と協働して前記足場板の水平方向の摺動
を規制する複数の摺動規制ピンを前記仮梁の延びる方向
に沿って前記仮梁の上面に立設した建物ユニットの天井
仮足場構造において、前記仮梁の延びる方向と直交する
方向に前記摺動規制ピンを一対ずつ設け、各1本の前記
仮梁によって前記仮梁の延びる方向と直交する方向に配
設された前記足場板の対向端縁部を支持することを特徴
としている。
SUMMARY OF THE INVENTION In order to achieve the above object, the present invention provides a plurality of temporary beams that are parallel to each other with a predetermined space between a pair of ceiling beams that form a part of the ceiling structure of a building unit. A plurality of scaffolding plates that are bridged and are wider than the predetermined interval are arranged between the temporary beams that are adjacent to each other, and the edge portions of the scaffolding plates are temporarily fixed by locking means provided on the upper surface of the temporary beams. A ceiling temporary scaffolding structure of a building unit in which the temporary scaffolding plate is supported by the temporary beam in a state of being locked to a beam, and engages with an edge portion of the scaffolding plate from above and one side of the scaffolding plate. A plurality of engaging claws are attached to the upper surface of the temporary beam, and the engaging claws cooperate with the engaging claws in a horizontal direction of the scaffolding plate in a state where the engaging claws are inserted into the locking holes formed at the end edges of the scaffolding plate. A plurality of sliding regulation pins for regulating the sliding of the temporary beam along the extending direction of the temporary beam. In the temporary ceiling scaffolding structure of a building unit erected on the upper surface, a pair of the slide regulating pins are provided in a direction orthogonal to the extending direction of the temporary beam, and one temporary beam extends in the extending direction of the temporary beam. It is characterized in that opposite end edges of the scaffolding plates arranged in orthogonal directions are supported.

【0010】[0010]

【作用】この発明によれば、足場板を支持する仮梁の延
びる方向と直交する方向にその足場板の摺動を規制する
摺動規制ピンが一対ずつ設けられている。そして、各1
本の仮梁によって仮梁の延びる方向と直交する方向に配
設された足場板の対向端縁部が支持されるので、2枚の
足場板の対向端縁部間の下方には隙間ができない。そし
て、1本の仮梁でもって2枚の足場板の対向端縁部を支
持するので、仮梁の使用本数も少なくて済む。
According to the present invention, the pair of slide regulating pins for regulating the sliding of the scaffold plate are provided in the direction orthogonal to the extending direction of the temporary beam supporting the scaffold plate. And each one
Since the opposite ends of the scaffolding plates arranged in the direction orthogonal to the extending direction of the temporary beams are supported by the temporary beams of the book, no gap can be formed below the opposite ends of the two scaffolding plates. . Further, since one temporary beam supports the opposite edge portions of the two scaffolding plates, the number of temporary beams used can be small.

【0011】[0011]

【実施例】以下、この発明を、図面に示す実施例にもと
づいて説明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below with reference to the embodiments shown in the drawings.

【0012】まず、図7にもとづいてこの発明の対象と
する建物ユニットについて説明する。図中1は軸組式に
よる建物ユニットで、この建物ユニット1は角状形鋼か
らなる4本の柱11を四隅に配置し、これらの柱11の
下端部および上端部同士を断面コ字状の形鋼からなる床
梁12および天井梁15によって連結した構造となって
いる。そして、妻面側に位置する床梁12、12間には
複数の床小梁13が所定間隔をあけて架け渡されている
とともに、同じく妻面側に位置する天井梁15、15間
には複数の天井小梁16が階段吹き抜け部Aを除いて所
定間隔をあけて複数架け渡されている。なお、この天井
小梁16の上面は、天井梁15の上面よりもhだけ低く
されている。
First, a building unit to which the present invention is applied will be described with reference to FIG. In the figure, 1 is a building unit of a frame type, and this building unit 1 has four pillars 11 made of square steel arranged at four corners, and the lower end and the upper end of these pillars 11 are U-shaped in cross section. The structure is such that the floor beams 12 and the ceiling beams 15 made of the shaped steel are connected to each other. A plurality of floor girders 13 are laid at predetermined intervals between the floor beams 12, 12 located on the end face side, and between the ceiling beams 15, 15 also located on the end face side. Except for the stairwell portion A, a plurality of ceiling girders 16 are spanned at predetermined intervals. The upper surface of the ceiling beam 16 is lower than the upper surface of the ceiling beam 15 by h.

【0013】このような構成の建物ユニット1を、天井
構面に階段吹き抜け部Aを備えた下階建物ユニットとし
た場合、この建物ユニット1の上部には、階段吹き抜け
部Aに連なる同様の階段吹き抜け部を備え、その同様の
階段吹き抜け部には建物ユニット1のような床小梁13
および床根太14が設けられていない上階建物ユニット
(図示省略)が据付けられる。
When the building unit 1 having such a structure is a lower-floor building unit having a stairwell portion A on the ceiling structure, a similar staircase connected to the stairwell portion A is provided above the building unit 1. The stairwell has a floor girder 13 similar to the building unit 1 in the stairwell.
And an upper floor building unit (not shown) without the floor joists 14 is installed.

【0014】つぎに、このような状況にある建物ユニッ
ト1の階段吹き抜け部Aにおける天井造作作業に用いる
建物ユニットの天井仮足場構造を、図1〜図6にもとづ
いて説明する。
Next, the structure of the temporary ceiling scaffolding of the building unit used for the ceiling production work in the stairwell portion A of the building unit 1 in such a situation will be described with reference to FIGS.

【0015】図6に示すように、建物ユニット1の天井
構面の一部をなす一対の天井梁15a、15b間には、
複数の仮梁2が所定間隔(図5中dで示している)をあ
けて互いに平行に架け渡されている。
As shown in FIG. 6, between the pair of ceiling beams 15a and 15b forming part of the ceiling structure of the building unit 1,
A plurality of temporary beams 2 are bridged in parallel with each other at a predetermined interval (shown by d in FIG. 5).

【0016】この仮梁2は、図1〜図3に示すように、
仮梁本体3と、この仮梁3の両端部に取り付けられた支
持プレート4とから構成されている。
The temporary beam 2 is, as shown in FIGS.
It is composed of a temporary beam body 3 and support plates 4 attached to both ends of the temporary beam 3.

【0017】仮梁本体3は、閉断面ロ字状とされた形鋼
よりなり、その長さは天井梁15a、15b間の距離よ
りよりも若干短くされ、その両端部は、上面部の端縁部
3aよりも下面部の端縁部3bのほうが中心側に寄せら
れた傾斜形状とされている。
The temporary beam main body 3 is made of shaped steel having a closed cross-section R-shape, its length is slightly shorter than the distance between the ceiling beams 15a and 15b, and both ends thereof are ends of the upper surface portion. The edge portion 3b of the lower surface portion is inclined toward the center side rather than the edge portion 3a.

【0018】支持プレート4は、図3に示すように、ウ
エルドナット4aを備えており、このウエルドナット4
aとボルトB1とによって仮梁3の上面部の端縁部3a
に取り付けられている。そして、外側端縁部4bが屈曲
されて天井梁15bに下方から支持されるようになって
いる。なお、外側端縁部4bの下面側には、緩衝材とし
ての硬質ゴム材4cが取り付けられている。
The support plate 4 is provided with a weld nut 4a as shown in FIG.
edge portion 3a of the upper surface portion of the temporary beam 3 by a and the bolt B1.
Attached to. The outer edge 4b is bent and supported by the ceiling beam 15b from below. A hard rubber material 4c as a cushioning material is attached to the lower surface side of the outer edge 4b.

【0019】前記所定間隔をあけて天井梁15a、15
b間に互いに平行に架け渡されている仮梁2、2間に
は、その所定間隔dよりも幅広とされた複数の足場板5
が、図5に示すように、順次配設されるようになってい
る。
The ceiling beams 15a, 15 are spaced at a predetermined interval.
A plurality of scaffolding plates 5 having a width wider than the predetermined distance d is provided between the temporary beams 2 and 2 which are bridged in parallel with each other between b.
However, as shown in FIG. 5, they are arranged sequentially.

【0020】これらの足場板5を取り付けるために、仮
梁本体3の上面部には、つぎのような係止手段31およ
び32が取り付けられている。
In order to attach these scaffold plates 5, the following locking means 31 and 32 are attached to the upper surface of the temporary beam main body 3.

【0021】すなわち、図2に示すように、係止手段3
1は、足場板5の一方の端縁部の上方および一側方(図
中矢印で示す方向)から足場板5の端縁部に係合する係
合爪であり、仮梁本体3の上面部に溶接によって接合さ
れている。
That is, as shown in FIG. 2, the locking means 3
Reference numeral 1 denotes an engaging claw that engages with the end edge portion of the scaffolding plate 5 from above and one side (direction indicated by an arrow in the figure) of one end edge portion of the scaffolding plate 5, and on the upper surface of the temporary beam main body 3. It is joined to the part by welding.

【0022】係止手段32は、足場板5の端縁部に形成
された係止用孔51に下方から挿通された状態で係合爪
31と協働して足場板5の水平方向の摺動を規制する摺
動規制部である。
The locking means 32 cooperates with the engaging claw 31 in a state of being inserted from below into a locking hole 51 formed in the edge portion of the scaffolding plate 5, and slides the scaffolding plate 5 in the horizontal direction. It is a sliding regulation part that regulates movement.

【0023】この摺動規制部32は、仮梁2の延びる方
向と直交する方向に向けて仮梁本体3の上面部に所定間
隔をあけて溶接によって接合された取付プレート321
と、この取付プレート321の両翼に下方から固着され
た摺動規制ピンとしてのウエルドボルト322とから構
成されている。つまり、前記摺動規制をおこなう摺動規
制ピン322が仮梁本体3の延びる方向の両側に設けら
れている。
The sliding restrictor 32 is attached to the upper surface of the temporary beam main body 3 by welding at a predetermined interval in a direction orthogonal to the direction in which the temporary beam 2 extends by welding.
And a weld bolt 322 as a slide regulating pin fixed to both wings of the mounting plate 321 from below. That is, the slide regulating pins 322 for regulating the slide are provided on both sides in the extending direction of the temporary beam main body 3.

【0024】このような構成によって、足場板5の端縁
部を仮梁2に係止させた状態で、足場板5を仮梁2に支
持させるようになっている。しかも、図4に示すよう
に、各1本の仮梁2によって仮梁2の延びる方向と直交
する方向に配設された足場板5の対向端縁部5a、5b
を支持するようになっている。
With such a structure, the scaffolding plate 5 is supported by the temporary beam 2 in a state where the end edge portion of the scaffolding plate 5 is locked to the temporary beam 2. Moreover, as shown in FIG. 4, the opposite end edges 5a and 5b of the scaffolding plate 5 arranged by the one temporary beam 2 in a direction orthogonal to the extending direction of the temporary beam 2.
To support.

【0025】つぎに、このような構成からなる建物ユニ
ットの天井仮足場構造の作用について説明する。
Next, the operation of the temporary ceiling scaffolding structure of the building unit having such a structure will be described.

【0026】足場板5を支持する各仮梁2の延びる方向
と直交する方向に、その足場板5の摺動を規制する摺動
規制ピン322が一対ずつ設けられている。
A pair of slide regulating pins 322 for regulating the sliding of the scaffolding plate 5 are provided in a direction orthogonal to the extending direction of each temporary beam 2 supporting the scaffolding plate 5.

【0027】そして、各1本の仮梁2によって仮梁2の
延びる方向と直交する方向に配設された足場板5の対向
端縁部が支持される。
Then, each of the temporary beams 2 supports the opposite end edge portions of the scaffolding plate 5 arranged in the direction orthogonal to the extending direction of the temporary beams 2.

【0028】これによって、2枚の足場板5の対向端縁
部5a、5b間の下方には仮梁本体の上面部が必ず位置
し隙間はできない。
As a result, the upper surface of the temporary beam main body is always located below the facing edge portions 5a and 5b of the two scaffold plates 5, and no gap is formed.

【0029】さらに、1本の仮梁2でもって2枚の足場
板5の対向端縁部5a、5bを支持するので、仮梁2の
使用本数も少なくて済む。
Furthermore, since one temporary beam 2 supports the opposite end edges 5a and 5b of the two scaffolding plates 5, the number of temporary beams 2 used can be reduced.

【0030】これによって、建物ユニット1の階段吹き
抜け部Aにおける各種の作業の安全性の向上を図ること
ができる。さらには、当該階段吹き抜け部へ搬入する仮
梁2の本数を少なくすることができるのでこれに伴う作
業工数の低減をも図ることができる。
As a result, the safety of various works in the stairwell portion A of the building unit 1 can be improved. Furthermore, since the number of temporary beams 2 carried into the stairwell can be reduced, it is possible to reduce the man-hours involved.

【0031】なお、この発明は上記の実施例に限定され
るものではなく、当業者が行う設計変更なども含めるも
のである。たとえば、上記の実施例では、摺動規制ピン
322は下方から立設されたウエルドボルトとなってい
るが、支持プレートにバカ孔を設け、このバカ孔に上方
から遊嵌するようなボルトを足場板の上面部から挿通さ
せるようにしてもよい。
The present invention is not limited to the above-mentioned embodiments, and includes design changes made by those skilled in the art. For example, in the above-described embodiment, the sliding restriction pin 322 is a weld bolt erected from below, but a stiff hole is provided in the support plate, and a bolt that loosely fits into the stagger hole from above is used as a scaffold. You may make it penetrate from the upper surface part of a board.

【0032】[0032]

【発明の効果】以上、説明したように、この発明による
建物ユニットの天井仮足場構造によれば、足場板を支持
する仮梁の延びる方向と直交する方向にその足場板の摺
動を規制する摺動規制ピンが一対ずつ設けられ、各1本
の仮梁によって仮梁の延びる方向と直交する方向に配設
された足場板の対向端縁部が支持されるので、2枚の足
場板の対向端縁部間の下方には隙間ができず、1本の仮
梁でもって2枚の足場板の対向端縁部を支持するので、
仮梁の使用本数も少なくて済む。したがって、建物ユニ
ットの天井部における作業の安全性の向上および作業工
数の低減を図ることができるという効果がある。
As described above, according to the temporary ceiling scaffolding structure for a building unit according to the present invention, the sliding of the scaffolding plate is regulated in the direction orthogonal to the extending direction of the temporary beam supporting the scaffolding plate. A pair of sliding regulation pins are provided, and each one temporary beam supports opposite end edge portions of the scaffolding plate arranged in a direction orthogonal to the extending direction of the temporary beam. Since there is no gap below the opposite end edges, one temporary beam supports the opposite end edges of the two scaffolding plates.
The number of temporary beams used is also small. Therefore, there is an effect that the safety of the work on the ceiling of the building unit can be improved and the number of work steps can be reduced.

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

【図1】仮梁を示す、(A)平面図、(B)側面図であ
る。
FIG. 1 is a plan view (A) and a side view (B) showing a temporary beam.

【図2】図1(A)におけるII−II断面図である。FIG. 2 is a sectional view taken along the line II-II in FIG.

【図3】図1(A)におけるIII−III断面図であ
る。
FIG. 3 is a sectional view taken along line III-III in FIG.

【図4】建物ユニットの天井仮足場構造の使用状況を示
す概略平面図である。
FIG. 4 is a schematic plan view showing how the temporary ceiling scaffolding structure of the building unit is used.

【図5】足場板の配設状況を示す概略斜視図である。FIG. 5 is a schematic perspective view showing an arrangement state of scaffolding plates.

【図6】仮梁の配設状況を示す概略斜視図である。FIG. 6 is a schematic perspective view showing an arrangement state of temporary beams.

【図7】建物ユニットの概略斜視図である。FIG. 7 is a schematic perspective view of a building unit.

【符号の説明】[Explanation of symbols]

1 建物ユニット、 15a、15b 一対の天井梁、 2 仮梁、 d 所定間隔、 5 足場板、 5a、5b 対向端縁部、 51 係止用孔、 31 係合爪(係止手段)、 32 係止手段、 321 取付プレート、 322 ウエルドボルト(摺動規制ピン)。 1 building unit, 15a, 15b a pair of ceiling beams, 2 temporary beams, d predetermined spacing, 5 scaffolding plates, 5a, 5b facing edge portions, 51 locking holes, 31 engaging claws (locking means), 32 Stopping means, 321 mounting plate, 322 weld bolt (sliding restriction pin).

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 建物ユニットの天井構面の一部をなす一
対の天井梁間に複数の仮梁を所定間隔をあけて互いに平
行に架け渡し、前記所定間隔よりも幅広とされた複数の
足場板を互いに隣り合う前記仮梁間に配設し、前記仮梁
の上面に設けた係止手段によって前記足場板の端縁部を
前記仮梁に係止させた状態で前記足場板を前記仮梁に支
持させる建物ユニットの天井仮足場構造であって、前記
足場板の上方および一側方から前記足場板の端縁部に係
合する複数の係合爪を前記仮梁の上面に取り付け、前記
足場板の端縁部に形成された係止用孔に挿通された状態
で前記係合爪と協働して前記足場板の水平方向の摺動を
規制する複数の摺動規制ピンを前記仮梁の延びる方向に
沿って前記仮梁の上面に立設した建物ユニットの天井仮
足場構造において、 前記仮梁の延びる方向と直交する方向に前記摺動規制ピ
ンを一対ずつ設け、各1本の前記仮梁によって前記仮梁
の延びる方向と直交する方向に配設された前記足場板の
対向端縁部を支持することを特徴とする建物ユニットの
天井仮足場構造。
1. A plurality of scaffolding boards having a width wider than the predetermined interval, wherein a plurality of temporary beams are bridged in parallel with each other between the pair of ceiling beams forming a part of the ceiling structure of the building unit at predetermined intervals. Are disposed between the temporary beams adjacent to each other, and the scaffolding plate is fixed to the temporary beam with the edge portion of the scaffolding plate locked to the temporary beam by the locking means provided on the upper surface of the temporary beam. A ceiling temporary scaffolding structure of a building unit to be supported, wherein a plurality of engaging claws that engage with an edge of the scaffold plate from above and one side of the scaffold plate are attached to an upper surface of the temporary beam, A plurality of slide regulating pins that regulate the horizontal sliding of the scaffolding plate in cooperation with the engaging claws while being inserted into the locking holes formed at the edge of the plate are the temporary beams. In the ceiling temporary scaffold structure of the building unit erected on the upper surface of the temporary beam along the extending direction of, A pair of the slide restricting pins are provided in a direction orthogonal to the extending direction of the temporary beam, and the opposite ends of the scaffolding plate are arranged by one temporary beam in a direction orthogonal to the extending direction of the temporary beam. Temporary scaffolding structure for building units, which supports the edges.
JP14292894A 1994-06-24 1994-06-24 Temporary scaffold structure for ceiling of building unit Pending JPH084276A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14292894A JPH084276A (en) 1994-06-24 1994-06-24 Temporary scaffold structure for ceiling of building unit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14292894A JPH084276A (en) 1994-06-24 1994-06-24 Temporary scaffold structure for ceiling of building unit

Publications (1)

Publication Number Publication Date
JPH084276A true JPH084276A (en) 1996-01-09

Family

ID=15326902

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14292894A Pending JPH084276A (en) 1994-06-24 1994-06-24 Temporary scaffold structure for ceiling of building unit

Country Status (1)

Country Link
JP (1) JPH084276A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101099396B1 (en) * 2003-09-18 2011-12-27 호리 가부시키가이샤 Suspended scaffold, protective shelf for suspended scaffold and their construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101099396B1 (en) * 2003-09-18 2011-12-27 호리 가부시키가이샤 Suspended scaffold, protective shelf for suspended scaffold and their construction method

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