JPH0270861A - Mounting and overhaulting method of work scaffold in step-up technique - Google Patents
Mounting and overhaulting method of work scaffold in step-up techniqueInfo
- Publication number
- JPH0270861A JPH0270861A JP63222562A JP22256288A JPH0270861A JP H0270861 A JPH0270861 A JP H0270861A JP 63222562 A JP63222562 A JP 63222562A JP 22256288 A JP22256288 A JP 22256288A JP H0270861 A JPH0270861 A JP H0270861A
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- scaffold
- work
- work scaffold
- scaffolds
- 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.)
- Granted
Links
- 238000000034 method Methods 0.000 title claims description 13
- 238000009415 formwork Methods 0.000 claims abstract description 45
- 238000010276 construction Methods 0.000 claims description 11
- 238000003780 insertion Methods 0.000 claims description 7
- 230000037431 insertion Effects 0.000 claims description 7
- 239000000463 material Substances 0.000 abstract description 5
- 238000009432 framing Methods 0.000 abstract 1
- 230000005484 gravity Effects 0.000 description 3
- 239000002184 metal Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/24—Scaffolds essentially supported by building constructions, e.g. adjustable in height specially adapted for particular parts of buildings or for buildings of particular shape, e.g. chimney stacks or pylons
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/24—Scaffolds essentially supported by building constructions, e.g. adjustable in height specially adapted for particular parts of buildings or for buildings of particular shape, e.g. chimney stacks or pylons
- E04G3/243—Scaffolds essentially supported by building constructions, e.g. adjustable in height specially adapted for particular parts of buildings or for buildings of particular shape, e.g. chimney stacks or pylons following the outside contour of a building
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
Description
【発明の詳細な説明】
1産業上の利用分野1
本発明は、マンホールやサイロや煙突等のコンクリート
製筒状構造物を施工するステップアップ工法における作
業足場の取付解体方法に関するものである。DETAILED DESCRIPTION OF THE INVENTION 1. Field of Industrial Application 1 The present invention relates to a method for installing and dismantling a work scaffold in a step-up construction method for constructing concrete cylindrical structures such as manholes, silos, and chimneys.
[従来の技術1
従来、現場において、例えばコンクリートマンホールを
施工する場合、型枠を順次上方に継ぎ足して、コンクリ
ートを打設して行く、いわゆるステップアップ工法が採
用されている。[Prior Art 1] Conventionally, when constructing, for example, a concrete manhole at a site, a so-called step-up construction method has been adopted in which formwork is successively added upward and concrete is poured.
この種の工法に於いて、上方に型枠を組付けたり、コン
クリートを打設する際に、作業足場が必要となるが、従
来、この作業足場の仮設はマンホール型枠の周囲に単管
等を立設し、これに横単管等をクランプ等により締め付
けて、この横単管に足場板を架設して行なっていた。In this type of construction method, work scaffolding is required when assembling formwork above and pouring concrete. Conventionally, temporary work scaffolding has been constructed around the manhole formwork using single pipes, etc. This was done by erecting a horizontal single pipe, etc., using clamps, etc., and then erecting a scaffolding board over the horizontal single pipe.
[発明が解決しようとする課!]
しかしながら、上記従来の作業足場は、組付は作業が繁
雑で手間取るばかりでなく、仮設のための広いスペース
をマンホール型枠の周囲に掘削しなければならず、また
、複雑な足場が作業の邪魔になる等の問題点があった。[The problem that the invention tries to solve! ] However, the above-mentioned conventional work scaffolding is not only complicated and time-consuming to assemble, but also requires a large space to be excavated around the manhole formwork for temporary construction, and the complicated scaffolding makes work difficult. There were problems such as getting in the way.
本発明は、上記従来の問題点を解決するためになされた
もので、その目的とするところは、取付組立てが迅速か
つ容易に出来、広いスペースを必要とすることのないス
テップアップ工法における作業足場の取付解体方法を提
供することにある。The present invention has been made to solve the above-mentioned conventional problems, and its purpose is to provide work scaffolding for step-up construction that can be quickly and easily assembled and does not require a large space. The purpose is to provide a method for installing and dismantling the
[課題を解決するための手段1
本発明のステップアップ工法における作業足場の取付方
法は、型枠を順次上方へ継ぎ足して行くステップアップ
工法において、該型枠の外側に取付けた既設の作業足場
を足場として、上記型枠の上端に継ぎ足した型枠の外側
に新たな作業足場を取付けるようにしたことを特徴とし
、また、その解体方法としては、型枠の外側に取付けた
既設の作業足場を足場として、上記型枠の上端に継ぎ足
した型枠に取付けた作業足場を解体するようにしたこと
を特徴とするものであり、上記作業足場が、主に水平材
と斜材から構成され、その基端部を型枠に取付けるブラ
ケットと該ブラケットの外端部に設けた差込管に下端部
を差込み固定した支柱と、隣接する2つの支柱の上端部
の間に着脱自在に横架した手摺パイプ、から成ることを
特徴とするものである。[Means for Solving the Problems 1] The method for attaching the work scaffold in the step-up construction method of the present invention is to install the existing work scaffold attached to the outside of the formwork in the step-up construction method in which formwork is successively added upward. The feature is that a new work scaffold is attached to the outside of the formwork that has been added to the upper end of the formwork, and the method for dismantling it is to replace the existing work scaffold attached to the outside of the formwork. The scaffolding is characterized in that the work scaffold attached to the formwork added to the upper end of the formwork is dismantled, and the work scaffold is mainly composed of horizontal members and diagonal members. A bracket whose base end is attached to the formwork, a column whose lower end is inserted and fixed into an insertion tube provided at the outer end of the bracket, and a handrail that is removably suspended horizontally between the upper ends of two adjacent columns. It is characterized by consisting of a pipe.
[実施例1
以下、本発明の一実施例について図面を参照しながら説
明する。[Embodiment 1] Hereinafter, an embodiment of the present invention will be described with reference to the drawings.
第1図に於いて、1はマンホール用外型枠、2はマンホ
ール用内型枠であって、順次上方へ継ぎ足して、コンク
リートを打継ぎするようになっている。In FIG. 1, numeral 1 indicates an outer formwork for a manhole, and 2 an inner formwork for a manhole, which are successively added to the top and used to pour concrete.
3はブラケットであって、tj%2図および#S3図に
示すように、水平材3aと斜材3bを2本の補強材3c
により一体的に連結して構成されている。3 is a bracket, and as shown in tj%2 figure and #S3 figure, horizontal member 3a and diagonal member 3b are connected to two reinforcing members 3c.
are integrally connected.
上記水平材3aの基端部には取付金具3dが付設されて
いて、上記マンホール用外型枠1の縦7ランジlaに嵌
着するようになっている6該取付金共3dにはビン穴3
d’が穿設されていて、ピン3eを差込み、上記マンホ
ール用外型枠1の縦7ランノ1aに固定するようになっ
ている。A mounting bracket 3d is attached to the base end of the horizontal member 3a, and is adapted to fit into the vertical 7 langes la of the manhole outer form 1.6 The mounting bracket 3d has a bottle hole. 3
d' is bored, and a pin 3e is inserted to fix it to the vertical seven runs 1a of the manhole outer form 1.
上記斜材3dの基端部にも取付金具3fが付設されてい
て、同様にマンホール用外型枠1の縦7ランジ1aに嵌
着するようになっている。A mounting bracket 3f is also attached to the base end of the diagonal member 3d, and is adapted to be similarly fitted onto the seven vertical flanges 1a of the outer formwork 1 for a manhole.
上記水平材3aと斜材3bとは先端部で近接し、差込管
3gに一体的に連結されている。The horizontal member 3a and the diagonal member 3b are close to each other at their tips and are integrally connected to the insertion tube 3g.
また、第1図に於いて、4は支柱であって、その下端部
を上記ブラケット3の差込13gに差込むようになって
いる。Further, in FIG. 1, reference numeral 4 denotes a support column, the lower end of which is inserted into the insertion hole 13g of the bracket 3.
第4図からも明らかなように、上記支柱4の下方部には
ストッパー4aが周設されていて、上記差込管3gに差
込んだ時のストッパーの役目を果たしている。該支柱4
の上端部には、グラビテイ−ロック41]が突設されて
おり、第1図に示すように、手摺パイプ5の端部が連結
されるようになっている。即ち、
第5図および第6図から明らかなように、手摺パイプ5
の両端偏平部5aには差込穴5a’が穿設されていて、
これに上記支柱4のグラビテイ−ロック4bを差込み固
定するようになっている。As is clear from FIG. 4, a stopper 4a is provided around the lower part of the support column 4, and serves as a stopper when inserted into the insertion tube 3g. The pillar 4
A gravity lock 41] is protruded from the upper end of the handrail pipe 5, and as shown in FIG. 1, the end of the handrail pipe 5 is connected thereto. That is, as is clear from FIGS. 5 and 6, the handrail pipe 5
Insertion holes 5a' are bored in the flat parts 5a at both ends,
The gravity lock 4b of the support column 4 is inserted into this and fixed therein.
以上のように組立てた後は、上記ブラケット3」二に足
場板(図示せず)を架設して、作業足場を完成する。After assembling as described above, a scaffold board (not shown) is installed on the bracket 3'' to complete the work scaffold.
次に、上記構成の作業足場によるステップアップ工法に
ついて説明する。Next, a step-up construction method using a work scaffold with the above configuration will be explained.
まず、17図に示すように、下段の作業足場Sを利用し
て、型枠F1上に型枠F2を継ぎ足す。First, as shown in FIG. 17, the formwork F2 is added onto the formwork F1 using the lower work scaffold S.
型枠F2の継足しが完了すると、第8図に示すように、
上記作業足場S1を利用して該型枠F2の外周部に作業
足場S2を取付は組立てる。When the addition of formwork F2 is completed, as shown in Fig. 8,
A work scaffold S2 is attached or assembled on the outer periphery of the formwork F2 using the work scaffold S1.
作業足場S2の組付けが完了すると、第9図に示すよう
にその上に乗り移って、型枠F2内にコンクリートCを
打継ぐ。When the assembly of the work scaffold S2 is completed, as shown in FIG. 9, the worker moves onto it and pours concrete C into the formwork F2.
コンクリートCの打設が終了すると、養生中又は硬化後
、該型枠F2上に第7図の作業と同様に新たな型枠を接
続すると共に、第8図の作業と同様に該型枠の周囲に新
たな作業足場を組付け、この作業足場に乗り移って、コ
ンクリートを打継ぎ、上記作業をN返す。When concrete C has been poured, a new formwork is connected to the formwork F2 during curing or after hardening in the same manner as in the work shown in Fig. 7, and the new formwork is connected in the same manner as in the work in Fig. 8. Assemble a new work scaffold around it, transfer to this work scaffold, pour concrete, and repeat the above work N.
また、上記作業足場Sを解体するに際しては、最上段の
作業足場Sを、これより1段下の作業足場Sを利用して
解体し、同時に型枠Fも解体する。Further, when dismantling the work scaffold S, the top work scaffold S is dismantled using the work scaffold S one step below, and the formwork F is also dismantled at the same time.
続いて、さらに1段下の作業足場Sに移動して、同様に
上階の作業足場Sと型枠Fを解体し、以下同様の手順に
より上方から順次解体していく。Subsequently, the worker moves to the work scaffold S one level lower and dismantles the work scaffold S and formwork F on the upper floor in the same way, and then sequentially dismantles them from above using the same procedure.
[発明の効果]
作業足場をマンホール外型枠の上部に直接取付けるよう
にしたので、型枠の継足しに従って作業足場を確実かつ
迅速に取付固定したり解体することができ、下方の型枠
周囲のスペースが狭くて済むばかりでなく、ステップ7
ツプエ法を能率良く実行することができる。[Effects of the invention] Since the work scaffold is directly attached to the upper part of the formwork outside the manhole, the work scaffold can be reliably and quickly attached and fixed or dismantled as the formwork is added, and the work scaffolding around the formwork below can be fixed and dismantled. Not only does it take up less space, but step 7
The Tsupue method can be executed efficiently.
第1図は作業用足場をマンホール型枠に取付けて組立て
た状態の全体姿図、第2図はブラケットの側面図、第3
図はブラケットの上面図、第4図は支柱の正面図、第5
図は手摺パイプの側面図、第6図は手摺パイプの平面図
、第7図〜第9図はステップアップ工法における作業足
場の取付方法を順次説明する断面図である。
1・・・マンホール用外型枠、la・・・縦7ランノ、
2・・・マンホール用内型枠、3・・・ブラケット、3
a・・・水平材、3b・・・斜材、3c・・・補強材、
3d・・・取付金、3d’・・・ビン穴、3e・・・ピ
ン、3f・・・取付金具、3g・・・差込管、4・・・
支柱、4a・・・ストッパー、4b・・・グラビテイ−
ロック、5・・・手摺パイプ、5a・・・両端偏平部、
5a’差込穴、F 、 F 、 、 F 2・・・型枠
、S。
S、、S2・・・作業足場。Figure 1 is an overall view of the assembled work scaffold attached to the manhole formwork, Figure 2 is a side view of the bracket, and Figure 3 is a side view of the bracket.
The figure is a top view of the bracket, Figure 4 is a front view of the support column, and Figure 5 is a top view of the bracket.
The figure is a side view of the handrail pipe, FIG. 6 is a plan view of the handrail pipe, and FIGS. 7 to 9 are cross-sectional views sequentially illustrating a method of attaching a work scaffold in the step-up construction method. 1... Outer formwork for manhole, la... 7 vertical runs,
2... Inner formwork for manhole, 3... Bracket, 3
a...Horizontal material, 3b...Diagonal material, 3c...Reinforcement material,
3d...Mounting metal, 3d'...Bottle hole, 3e...Pin, 3f...Mounting metal fitting, 3g...Plug-in pipe, 4...
Post, 4a...stopper, 4b...gravity
Lock, 5...handrail pipe, 5a...flat parts at both ends,
5a' insertion hole, F, F, , F2...formwork, S. S,, S2...Work scaffolding.
Claims (1)
法において、該型枠の外側に取付けた既設の作業足場を
足場として、上記型枠の上端に継ぎ足した型枠の外側に
新たな作業足場を取付けるようにしたことを特徴とする
作業足場の取付方法。 2、型枠を順次上方へ継ぎ足して行くステップアップ工
法において、該型枠の外側に取付けた既設の作業足場を
足場として、該型枠の上端に継ぎ足した型枠の外側に取
付けた作業足場を解体するようにしたことを特徴とする
作業足場の解体方法。 3、上記作業足場が、主に水平材と斜材から構成され、
その基端部を型枠に取付けるブラケットと該ブラケット
の外端部に設けた差込管に下端部を差込み固定した支柱
と、隣接する2つの支柱の上端部の間に着脱自在に横架
した手摺パイプ、から成ることを特徴とする請求項1ま
たは2に記載のステップアップ工法における作業足場の
取付解体方法。[Scope of Claims] 1. In the step-up construction method in which formwork is added to the upper end of the formwork in sequence, the outside of the formwork added to the upper end of the formwork using an existing work scaffold attached to the outside of the formwork as a scaffold. A method for attaching a work scaffold, characterized in that a new work scaffold is attached to the work scaffold. 2. In the step-up method in which formwork is added to the top one after another, the existing work scaffolding attached to the outside of the formwork is used as a scaffold, and the work scaffolding attached to the outside of the formwork added to the top of the formwork is used as a scaffold. A method for dismantling a work scaffold, characterized by dismantling it. 3. The above-mentioned work scaffold is mainly composed of horizontal members and diagonal members,
A bracket whose base end is attached to the formwork, a column whose lower end is inserted and fixed into an insertion pipe provided at the outer end of the bracket, and a removable horizontal structure between the upper ends of two adjacent columns. 3. The method for installing and dismantling a work scaffold in a step-up construction method according to claim 1 or 2, comprising a handrail pipe.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP63222562A JP2867141B2 (en) | 1988-09-07 | 1988-09-07 | Mounting and dismantling method of work scaffold in step-up method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP63222562A JP2867141B2 (en) | 1988-09-07 | 1988-09-07 | Mounting and dismantling method of work scaffold in step-up method |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0270861A true JPH0270861A (en) | 1990-03-09 |
JP2867141B2 JP2867141B2 (en) | 1999-03-08 |
Family
ID=16784402
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP63222562A Expired - Fee Related JP2867141B2 (en) | 1988-09-07 | 1988-09-07 | Mounting and dismantling method of work scaffold in step-up method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2867141B2 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH06264611A (en) * | 1993-03-12 | 1994-09-20 | Yoshihiro Yonahara | Scaffolding device |
KR20020090950A (en) * | 2002-10-08 | 2002-12-05 | 강윤기 | Rebar assembly method using scaffold tripod on steel piers |
EP1452668A3 (en) * | 2003-02-25 | 2005-03-02 | Rund-Stahl-Bau Gesellschaft M.B.H. | Shuttering |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
RU2644968C2 (en) * | 2013-05-24 | 2018-02-15 | Л'Эр Ликид, Сосьете Аноним Пур Л'Этюд Э Л'Эксплуатасьон Де Проседе Жорж Клод | Industrial facility |
-
1988
- 1988-09-07 JP JP63222562A patent/JP2867141B2/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH06264611A (en) * | 1993-03-12 | 1994-09-20 | Yoshihiro Yonahara | Scaffolding device |
KR20020090950A (en) * | 2002-10-08 | 2002-12-05 | 강윤기 | Rebar assembly method using scaffold tripod on steel piers |
EP1452668A3 (en) * | 2003-02-25 | 2005-03-02 | Rund-Stahl-Bau Gesellschaft M.B.H. | Shuttering |
Also Published As
Publication number | Publication date |
---|---|
JP2867141B2 (en) | 1999-03-08 |
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