JPH0444717Y2 - - Google Patents
Info
- Publication number
- JPH0444717Y2 JPH0444717Y2 JP3498385U JP3498385U JPH0444717Y2 JP H0444717 Y2 JPH0444717 Y2 JP H0444717Y2 JP 3498385 U JP3498385 U JP 3498385U JP 3498385 U JP3498385 U JP 3498385U JP H0444717 Y2 JPH0444717 Y2 JP H0444717Y2
- Authority
- JP
- Japan
- Prior art keywords
- joint recess
- segments
- holding member
- cylindrical wall
- segment
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired
Links
- 230000007246 mechanism Effects 0.000 description 11
- 238000010276 construction Methods 0.000 description 8
- 238000000034 method Methods 0.000 description 6
- 238000009412 basement excavation Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000010422 painting Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- Movable Scaffolding (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Description
【考案の詳細な説明】
〔産業上の利用分野〕
本考案は、例えば潜函工法による縦坑の構築の
際、セグメントどうしの結合作業などのために用
いられて好適な足場装置に関する。[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a scaffolding device suitable for use in, for example, connecting segments to each other when constructing a vertical shaft using the submerged box method.
従来、深井戸や地中タンク等の建設の際に地中
に縦坑を構築する場合、比較的深度の小さい間
は、作業が容易で能率の良い潜函工法を用い、深
度が大きくなつて潜函工法が使えなくなると、深
礎工法に切り替えるという方法が一般的である。
Conventionally, when constructing a vertical shaft underground for the construction of deep wells, underground tanks, etc., the underground tunnel method, which is easy to work and efficient, was used while the depth was relatively small, and the underground tunnel method was used as the depth increased. When a construction method becomes unusable, it is common to switch to a deep foundation construction method.
上記潜函工法は第6図に示すような上下左右縁
部に継手凹所11の形成された円弧板状のコンク
リートセグメント12を筒状に連結して筒状壁体
を構成し、その内側底部を堀削してこれを沈下さ
せながら、その上に逐次セグメント12を筒状に
積み上げてゆくものである。 In the above-mentioned submerged box construction method, as shown in Fig. 6, arc plate-shaped concrete segments 12 with joint recesses 11 formed in the upper, lower, left and right edges are connected in a cylindrical shape to form a cylindrical wall body, and the inner bottom part of the concrete segment 12 is connected in a cylindrical shape. While excavating and sinking the excavation, segments 12 are successively piled up in a cylindrical shape on top of the excavation.
この工法においては、掘削深さが大きくなるに
従い、セグメント12の結合作業は底部から見て
高所作業となるので安全上から、作業能率上から
しつかりした足場を構築することが必要である。 In this construction method, as the excavation depth increases, the work of joining the segments 12 must be done at a high place when viewed from the bottom, so it is necessary to construct a sturdy scaffold from the standpoint of safety and work efficiency.
従来、この足場構築は、一般工事足場用のパイ
プ等を部材にして底部から組み上げる方法がとら
れていた。 Conventionally, this scaffolding has been constructed by using pipes and the like for general construction scaffolding as members and assembling the scaffolding from the bottom.
ところで、上記のような足場構築作業は、その
作業自体が高所で行われるので危険でかつ能率の
悪い作業である。また、セグメントを一段積み上
げる毎に掛け替えなければならない。更に、しつ
かりした足場を作るためにはスペースを大きくと
る必要があるが、そうすると別の作業の邪魔にな
ることがある。その上、筒状壁体自体が沈下する
ので、底部と壁体の両方に支持させることができ
ないなどの問題点があつた。
Incidentally, the scaffold construction work described above is dangerous and inefficient because the work itself is performed at a high place. Also, each time a segment is stacked up, it must be replaced. Additionally, building a sturdy scaffold requires a large amount of space, which can get in the way of other tasks. Moreover, since the cylindrical wall itself sinks, there is a problem that it cannot be supported by both the bottom and the wall.
本考案は上記問題点を解決するため、複数の円
弧板状セグメントが連結されてなる筒状壁体の内
面に嵌合する環状の外縁部を有する足場板を設
け、上記外縁部には、前記セグメントの上縁また
は下縁に設けられたセグメント結合用の継手凹所
に対向する位置に、上記継手凹所に挿入されて上
記足場板を保持する保持部材を筒状壁体の径方向
へ摺動自在に設けたものである。
In order to solve the above problems, the present invention provides a scaffolding board having an annular outer edge that fits into the inner surface of a cylindrical wall formed by connecting a plurality of arcuate plate segments, and the outer edge has the A holding member that is inserted into the joint recess and holds the scaffold board is slid in the radial direction of the cylindrical wall at a position opposite to the joint recess for connecting the segments provided on the upper edge or the lower edge of the segment. It is designed to be movable.
以下、本考案の一実施例につき第1図ないし第
6図を参照して説明する。これらの図において符
号1は、筒状壁体2の内径よりもやや小さく設定
された環状の外縁部3を有する足場板である。こ
の足場板1は全体として一部の切欠かれた中空円
板状をしておりスチール製の枠材4と梁材5とか
らなるフレームに金網6が敷かれて形成され、周
方向中央で継手7により二分割可能に結合されて
いる。周角度約70度相当が切欠かれた開口部8は
はしごその他のスペースとして開けられたもの
で、ビーム9によりフランジ結合されて補強され
ている。また、内側の円弧状枠材4にはクレーン
による吊り下げのためのワイヤ係止用のフツク1
0と、安全用の手摺り(図示せず)が設けられて
いる。
Hereinafter, one embodiment of the present invention will be described with reference to FIGS. 1 to 6. In these figures, reference numeral 1 denotes a scaffolding board having an annular outer edge 3 set to be slightly smaller than the inner diameter of the cylindrical wall 2. This scaffold board 1 has a partially cutout hollow disc shape as a whole, and is formed by laying a wire mesh 6 on a frame made of a steel frame material 4 and a beam material 5, and has a joint at the center in the circumferential direction. 7 so that it can be divided into two parts. The opening 8, which has a circumferential angle equivalent to about 70 degrees, is provided as a space for a ladder or other equipment, and is reinforced by being joined by a beam 9 with a flange. In addition, the inner arcuate frame material 4 has hooks 1 for securing wires for hanging by a crane.
0 and a safety handrail (not shown).
前記筒状壁体2は第6図に示すような上下及び
左右の縁部に継手凹所11が設けられた円弧板状
のコンクリートセグメント12が、上下左右に結
合されて形成されている。上記継手凹所11はセ
グメント12の内面と、上下面または左右側面に
開口されて形成され、上下面又は左右側面と面一
にボルト孔13の設けられた継手金具14が埋設
され、第3図に示すように隣接するセグメント1
2の継手金具14をボルト15により結合して、
セグメント12どうしの結合を行うようになつて
いる。また、上記継手凹所11は上記ボルト締め
作業を行うために形成されているもので、筒状壁
体2が形成された後に、補強のため増締めやセグ
メント埋め込みなどが行われるため、内面に開口
して設けられているものである。 The cylindrical wall body 2 is formed by connecting arc-shaped concrete segments 12 in the upper, lower, left, and right directions, each of which has joint recesses 11 at its upper, lower, left, and right edges, as shown in FIG. The joint recess 11 is formed by opening on the inner surface of the segment 12, the top and bottom surfaces, or the left and right sides, and a joint fitting 14 having a bolt hole 13 is buried flush with the top and bottom surfaces or the left and right sides, as shown in FIG. Adjacent segment 1 as shown in
The two joint fittings 14 are connected by bolts 15,
The segments 12 are connected to each other. In addition, the joint recess 11 is formed to perform the bolt tightening work, and after the cylindrical wall 2 is formed, retightening and segment embedding are performed for reinforcement, so the inner surface is It is provided with an opening.
符号16は、前記足場板1の外縁部3の上記継
手凹所11に対向する位置に適数(例では4本)
設けられた保持部材である。上記保持部材16は
断面が下側に開口したコ字状に形成され、外縁部
3の下面に垂設されたガイド部材17,17の間
に摺動機構18により径方向摺動自在に取り付け
られている。上記摺動機構18は、上記保持部材
16の両側壁19,19に溶接されて架設された
円柱状の第1ピン20と、上記両側壁19,19
に形成された第1摺動溝21と、前記ガイド部材
17,17の間に溶接されて架設され、上記第1
摺動溝21に嵌入される円柱状の第2ピン22
と、ガイド部材17,17に形成され、上記第1
ピン20を嵌入させる第2摺動溝23とから構成
されている。上記第1ピン20及び第2ピン22
はそれぞれ保持部材16及びガイド部材17の補
強材としても機能するようになつている。また、
第1,第2摺動溝21,23の長さは保持部材1
6の移動ストロークとほぼ等しく設定されてい
る。 Reference numeral 16 denotes a suitable number (four in the example) of the outer edge 3 of the scaffold board 1 at a position facing the joint recess 11.
It is a holding member provided. The holding member 16 is formed in a U-shape with a downwardly opened cross section, and is attached to be slidable in the radial direction by a sliding mechanism 18 between guide members 17, 17 vertically provided on the lower surface of the outer edge portion 3. ing. The sliding mechanism 18 includes a cylindrical first pin 20 welded to both side walls 19, 19 of the holding member 16, and a cylindrical first pin 20,
The first sliding groove 21 is welded between the guide members 17, 17, and the first
A cylindrical second pin 22 fitted into the sliding groove 21
are formed on the guide members 17, 17, and the first
A second sliding groove 23 into which the pin 20 is inserted. The first pin 20 and the second pin 22
also function as reinforcing members for the holding member 16 and the guide member 17, respectively. Also,
The length of the first and second sliding grooves 21 and 23 is the length of the holding member 1.
This is set approximately equal to the movement stroke of 6.
一方、足場板1の保持部材16上部には取付板
24が設けられ、この取付板24と保持部材16
の天板25の間には、保持部材16の無用の移動
を防ぐためのロツク機構26が設けられている。
このロツク機構26は上記天板25に形成された
ピン孔27に嵌入された軸ピン28と、この軸ピ
ン28に挿通されている円筒状の弾性部材29及
びパイプ部材30と、このパイプ部材30の下端
面に溶接された端部が半円板状に形成されたロツ
ク板31と、上記取付板24に形成され上記ロツ
ク板31を嵌入させるロツク溝32とから構成さ
れ、このロツク溝32の長さは保持部材16の移
動ストロークとほぼ等しく設定されている。この
ロツク機構26は保持部材16が伸長した状態ま
たは収縮した状態でロツク板31がロツク溝32
へ嵌入されて機能するようになつている。 On the other hand, a mounting plate 24 is provided above the holding member 16 of the scaffold board 1, and this mounting plate 24 and the holding member 16
A lock mechanism 26 is provided between the top plates 25 to prevent unnecessary movement of the holding member 16.
The locking mechanism 26 includes a shaft pin 28 fitted into a pin hole 27 formed in the top plate 25, a cylindrical elastic member 29 and a pipe member 30 inserted into the shaft pin 28, and a pipe member 30. The lock plate 31 is welded to the lower end surface of the lock plate 31 and has a half-disk shape, and a lock groove 32 is formed on the mounting plate 24 and into which the lock plate 31 is inserted. The length is set approximately equal to the movement stroke of the holding member 16. This locking mechanism 26 is such that the locking plate 31 locks into the locking groove 32 when the holding member 16 is extended or contracted.
It has been inserted into the system and is functioning properly.
次に、上記のように構成された足場装置の使用
法を潜函工法に応用された場合について第5図に
より説明する。この図は縦坑Hの底部Bが掘削さ
れた結果、コンクリートセグメント12で形成さ
れた筒状壁体2が沈下し、最上段のセグメント1
2の一つ12a上に新たなコンクリートセグメン
ト12bが地上のクレーンC1によりセツトされ
たところであり、一方、足場装置Aは上下のセグ
メント12a,12bの継手金具14をボルト締
めするためにクレーンC2により一段下の継手凹
所11から上段の継手凹所11ヘ移されたところ
である。 Next, the use of the scaffolding device configured as described above when applied to the submerged box construction method will be explained with reference to FIG. 5. This figure shows that as a result of excavating the bottom B of the shaft H, the cylindrical wall 2 formed of concrete segments 12 sinks, and the uppermost segment 1
A new concrete segment 12b has been set on top of one of the two segments 12a by the crane C1 on the ground, while the scaffolding device A has been set in one stage by the crane C2 in order to bolt the joint fittings 14 of the upper and lower segments 12a and 12b. It has been moved from the lower joint recess 11 to the upper joint recess 11.
この過程における摺動機構18及びロツク機構
26の作用を第2図乃至第4図により詳しく述べ
ると、足場装置Aが継手凹所11に保持された状
態においてクレーンC2により足場板1を少し吊
り上げ、パイプ部材30を弾性部材29の付勢に
抗して上へ動かすとロツク板31がロツク溝32
から外れて、保持部材16が摺動可能になる。そ
こでパイプ部材30を内側に動かすと、第1及び
第2摺動溝21,23及びロツク溝32の長さに
よつて決まるストロークだけ内側へ摺動され、そ
の状態で軸ピン28を180度回転すると(第4図
参照)、ロツク板31が再度ロツク溝32に嵌合
されて、保持部材16がロツクされる。嵌合され
たロツク板31は弾性部材29により適当に付勢
されているので簡単に外れることはない。 To describe the actions of the sliding mechanism 18 and the locking mechanism 26 in this process in detail with reference to FIGS. 2 to 4, with the scaffolding device A held in the joint recess 11, the scaffolding board 1 is slightly lifted by the crane C2, When the pipe member 30 is moved upward against the bias of the elastic member 29, the lock plate 31 is moved into the lock groove 32.
The holding member 16 becomes slidable. Therefore, when the pipe member 30 is moved inward, it is slid inward by a stroke determined by the lengths of the first and second sliding grooves 21 and 23 and the lock groove 32, and in this state, the shaft pin 28 is rotated 180 degrees. Then (see FIG. 4), the locking plate 31 is fitted into the locking groove 32 again, and the holding member 16 is locked. Since the fitted lock plate 31 is appropriately biased by the elastic member 29, it will not easily come off.
上記過程を繰り返し、全ての保持部材16が引
つ込められた状態で足場板1は自由になり、クレ
ーンC2により上段の継手凹所11まで巻き上げ
られ、水平に回動されて位置合わせをした後、前
記過程を逆に行うことにより、再度継手凹所11
に保持された状態になる。 After repeating the above process, the scaffolding board 1 becomes free with all the holding members 16 retracted, is hoisted up to the upper joint recess 11 by the crane C2, and is rotated horizontally to align the position. , by performing the above process in reverse, the joint recess 11 is re-opened.
It will be held in the state.
足場板1には開口部8が設けられているので、
底部Bから作業者が出入りするはしごなどが設置
されていても、足場板1を動かすたびにそれを動
かしたりする必要はない。 Since the scaffold board 1 is provided with an opening 8,
Even if a ladder or the like is installed for workers to enter and exit from the bottom B, there is no need to move it every time the scaffolding board 1 is moved.
本考案による足場装置の使用は勿論上記のボル
ト締め作業に限られず、前述のボルト増締めや、
継手凹所の埋め込み(上側から行う)、塗装その
他縦坑内のあらゆる作業に使用されて良く、特に
機械、機具類を必要とする作業に便利である。ま
た、底部へ機械や人員を搬送するなどの作業に使
用されても良い。 The use of the scaffolding device according to the present invention is of course not limited to the bolt tightening work described above, but also the aforementioned bolt tightening work,
It can be used for filling joint recesses (performed from above), painting, and any other work inside a shaft, and is particularly useful for work that requires machinery and equipment. It may also be used for tasks such as transporting machines and personnel to the bottom.
また、別の作業のため足場板が邪魔になるとき
は底部へ降しても地上へ置いても良く、その作業
は簡単である。 Furthermore, if the scaffold board becomes an obstacle for another task, it can be lowered to the bottom or placed on the ground, which is easy.
上記例の足場装置は二分割して運べるので移送
の際便利であり、その組立ても容易である。ま
た、組立ての際の施行箇所が少ないので、締め付
け忘れなどによる事故も起こりにくい。フレーム
に金網を敷いた構造であるので強固でかつ軽量で
ある。上下の移動が簡単で迅速にでき、不要なと
きは地上への搬出も容易である。 The scaffolding device of the above example can be transported in two parts, making it convenient to transport and easy to assemble. In addition, since there are only a few places to be tightened during assembly, accidents such as forgetting to tighten are less likely to occur. The frame is made of wire mesh, making it strong and lightweight. It can be moved up and down easily and quickly, and can be easily transported to the ground when not needed.
継手凹所への取り付け、取り外しは摺動機構及
びロツク機構により迅速かつ確実に行われ、ま
た、継手凹所はセグメントに本来設けられている
ものなので新たに設ける必要がない。 Attachment and removal to and from the joint recess are performed quickly and reliably by the sliding mechanism and locking mechanism, and since the joint recess is originally provided in the segment, there is no need to newly provide the joint recess.
なお、本考案の実施は上記例に限られるもので
はなく開口部の有無や開口部の大きさ、保持部材
の数、足場板の分割の数などは適宜選択されて良
い。 Note that the implementation of the present invention is not limited to the above example, and the presence or absence of an opening, the size of the opening, the number of holding members, the number of divisions of the scaffold board, etc. may be selected as appropriate.
本考案は、複数の円弧板状セグメントが連結さ
れてなる筒状壁体の内面に嵌合する環状の外縁部
を有する足場板を設け、上記外縁部には、前記セ
グメントの上縁または下縁に設けられたセグメン
ト結合用の継手凹所に対向する位置に、上記継手
凹所に挿入されて上記足場板を保持する保持部材
を筒状壁体の径方向へ摺動自在に設けた構成とし
たので、高所での足場構築作業を人手で行う必要
がなくなり、安全性を高め、かつ能率を上げるこ
とができる。また、摺動機構及びロツク機構によ
り、取り付け、取り外しも迅速かつ確実にでき、
安定した足場が供給される。また、上下移動が容
易で、他の作業の邪魔になるときには外へ搬出す
ることも簡単である。セグメントに本来設けられ
ている継手凹所を利用するので、新たに係止場所
を設ける必要がなく、筒状壁体のみに保持される
ので壁体が沈下しても不安定になるようなことが
ない、などの優れた効果を奏する。
The present invention provides a scaffold board having an annular outer edge that fits into the inner surface of a cylindrical wall formed by connecting a plurality of arcuate plate segments, and the outer edge includes an upper edge or a lower edge of the segment. A holding member that is inserted into the joint recess and holds the scaffold board is provided at a position opposite to the joint recess for connecting the segments provided in the cylindrical wall in a radial direction. This eliminates the need to manually build scaffolding at high places, increasing safety and efficiency. In addition, the sliding and locking mechanisms allow for quick and reliable installation and removal.
Provides stable footing. In addition, it is easy to move up and down, and it is also easy to carry it out when it gets in the way of other work. Since the joint recess originally provided in the segment is used, there is no need to create a new locking location, and since it is held only by the cylindrical wall, there is no possibility of instability even if the wall sinks. It has excellent effects such as no
第1図は本考案の一実施例を示す一部を破断し
た平面図、第2図は要部の拡大平面図、第3図は
第2図の−矢視図、第4図はロツク機構主要
部の斜視図、第5図は使用例を示す断面略図、第
6図はコンクリートセグメントの斜視図である。
1……足場板、2……筒状壁体、3……外縁
部、11……継手凹所、12……コンクリートセ
グメント、16……保持部材。
Fig. 1 is a partially cutaway plan view showing an embodiment of the present invention, Fig. 2 is an enlarged plan view of the main parts, Fig. 3 is a view taken in the direction of - arrow in Fig. 2, and Fig. 4 is a lock mechanism. FIG. 5 is a schematic cross-sectional view showing an example of use, and FIG. 6 is a perspective view of a concrete segment. DESCRIPTION OF SYMBOLS 1... Scaffold board, 2... Cylindrical wall, 3... Outer edge, 11... Joint recess, 12... Concrete segment, 16... Holding member.
Claims (1)
る筒状壁体2の内面に嵌合する環状の外縁部3を
有する足場板1を備え、上記外縁部3には、前記
セグメント12の上縁または下縁に設けられたセ
グメント12結合用の継手凹所11に対向する位
置に、上記継手凹所11に挿入されて上記足場板
1を保持する保持部材16が筒状壁体2の径方向
へ摺動自在に設けられたことを特徴とする足場装
置。 A scaffold board 1 is provided with an annular outer edge portion 3 that fits into the inner surface of a cylindrical wall body 2 formed by connecting a plurality of arcuate plate-like segments 12, and the outer edge portion 3 includes an upper edge of the segment 12 or A holding member 16 that is inserted into the joint recess 11 and holds the scaffold board 1 is inserted in the joint recess 11 at a position facing the joint recess 11 for connecting the segments 12 provided on the lower edge in the radial direction of the cylindrical wall body 2. A scaffolding device characterized by being slidably provided.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3498385U JPH0444717Y2 (en) | 1985-03-12 | 1985-03-12 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3498385U JPH0444717Y2 (en) | 1985-03-12 | 1985-03-12 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS61152045U JPS61152045U (en) | 1986-09-19 |
| JPH0444717Y2 true JPH0444717Y2 (en) | 1992-10-21 |
Family
ID=30538855
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3498385U Expired JPH0444717Y2 (en) | 1985-03-12 | 1985-03-12 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0444717Y2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107975057A (en) * | 2017-11-23 | 2018-05-01 | 中国二十二冶集团有限公司 | Major diameter open caisson water-washed sinking pumping system operating platform and its construction method |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP7808802B2 (en) * | 2022-03-08 | 2026-01-30 | 株式会社加藤建設 | Internal scaffolding installation structure |
-
1985
- 1985-03-12 JP JP3498385U patent/JPH0444717Y2/ja not_active Expired
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107975057A (en) * | 2017-11-23 | 2018-05-01 | 中国二十二冶集团有限公司 | Major diameter open caisson water-washed sinking pumping system operating platform and its construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS61152045U (en) | 1986-09-19 |
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