JPH0324659Y2 - - Google Patents

Info

Publication number
JPH0324659Y2
JPH0324659Y2 JP7977684U JP7977684U JPH0324659Y2 JP H0324659 Y2 JPH0324659 Y2 JP H0324659Y2 JP 7977684 U JP7977684 U JP 7977684U JP 7977684 U JP7977684 U JP 7977684U JP H0324659 Y2 JPH0324659 Y2 JP H0324659Y2
Authority
JP
Japan
Prior art keywords
annular structure
steel plate
plate cell
steel
guide plates
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
Application number
JP7977684U
Other languages
Japanese (ja)
Other versions
JPS60190830U (en
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 filed Critical
Priority to JP7977684U priority Critical patent/JPS60190830U/en
Publication of JPS60190830U publication Critical patent/JPS60190830U/en
Application granted granted Critical
Publication of JPH0324659Y2 publication Critical patent/JPH0324659Y2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Bulkheads Adapted To Foundation Construction (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
  • Revetment (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 この考案は護岸、堤防等を構成す鋼板セルの組
立用の架台に関するものである。
[Detailed description of the invention] [Industrial application field] This invention relates to a frame for assembling steel plate cells constituting sea walls, embankments, etc.

〔考案の解決しようとする問題点〕[Problem that the invention attempts to solve]

大型円筒状鋼構造物であところの鋼板セルを組
立てる方法の一つとして、複数の縦に分割された
ブロツクを組立てる縦割りブロツク工法がある。
この場合コンクリート製ブロツクあるいは角形の
枕木等を数個、鋼板セルの直径に合せて円形に並
べ、それを架台として鋼板セルの分割ブロツクを
順次建込んでいく(第19図参照)。しかしこの
方法では架台相互の高さの調整が困難であり、建
込み時の分割ブロツクの位置決めに相当の時間を
要する。さらに分割ブロツクを架台上に載せた後
も、架台とブロツクとの間に働く大きな摩擦力の
ために分割ブロツクの位置の微調整が鋼板セルの
円周方向、半径方向の何れにも難ちく、結果とし
て鋼板セルの組立作業に長時間を要する。
One method of assembling steel plate cells in large cylindrical steel structures is the vertical block construction method, which involves assembling a plurality of vertically divided blocks.
In this case, several concrete blocks or rectangular sleepers are arranged in a circle according to the diameter of the steel plate cell, and the divided blocks of the steel plate cell are successively erected using this as a frame (see Fig. 19). However, with this method, it is difficult to adjust the heights of the frames, and it takes a considerable amount of time to position the divided blocks during erection. Furthermore, even after the dividing block is placed on the pedestal, it is difficult to finely adjust the position of the dividing block in either the circumferential direction or the radial direction of the steel plate cell due to the large frictional force acting between the pedestal and the block. As a result, it takes a long time to assemble the steel plate cells.

この考案は前記従来の問題点を改良し縦割りブ
ロツク工法による鋼板セルの組立作業の迅速化を
図る組立架台を開発したものである。
This invention improves the above-mentioned conventional problems and develops an assembly frame that speeds up the assembly work of steel plate cells using the vertical block construction method.

〔考案の構成とその実施例〕[Structure of the idea and its implementation examples]

この考案の要旨とする構成は前記実用新案登録
請求の範囲の欄に記載の通りであり、形鋼等の鋼
材を溶接またはボルト結合してI型あるいは箱型
の断面を有し、鋼板セルと略等しい直径を有する
環状構造体と、環状構造体の上面に所要間隔に位
置し、環状構造体の半径方向に可動な一対の建込
み用ガイド板と環状構造体の上面に所要間隔に位
置させたローラーとからなるものである。
The gist of this invention is as described in the claim section of the above-mentioned utility model registration, and it has an I-shaped or box-shaped cross section by welding or bolting steel materials such as section steel, and has a steel plate cell. an annular structure having approximately the same diameter; a pair of erection guide plates that are movable in the radial direction of the annular structure; It consists of a roller.

以下その詳細を図示した実施例によつて説明す
る。
The details will be explained below with reference to illustrated embodiments.

第1図、第2図および第3図において、この考
案の組立架台は環状構造体1と建込み用ガイド板
2およびローラー3からなる。なおAは鋼板セル
に組立てる分割ブロツクである。
1, 2 and 3, the assembly frame of this invention consists of an annular structure 1, a guide plate 2 for erection, and a roller 3. Note that A is a divided block to be assembled into a steel plate cell.

環状構造体1はH形鋼、溝形鋼等の形鋼を溶接
し、あるいはボルト結合して、組立てる鋼板セル
と略等しい直径を有し、かつ鋼板セルを支持する
ものでI型あるいは箱型断面を有するものであ
る。なお4は補剛材である。
The annular structure 1 has approximately the same diameter as the steel plate cell assembled by welding or bolting steel sections such as H-shaped steel and channel steel, and supports the steel plate cell, and is I-shaped or box-shaped. It has a cross section. Note that 4 is a stiffener.

建込み用ガイド板2は環状構造体1の上面に所
要間隔に位置し相対する一対からなり、鋼板セル
を挾持するもので、その底板5および環状構造体
の上面にはそれぞれスリツト6を有し、締結ボル
ト7で固定しうるとともに環状構造体の半径方向
に可動である。8は補剛材、9は反力板、10は
油圧ジヤツキである。
The erection guide plates 2 are arranged in a pair facing each other at a required interval on the upper surface of the annular structure 1, and are used to sandwich the steel plate cells, and have slits 6 in the bottom plate 5 and the upper surface of the annular structure, respectively. , can be fixed with a fastening bolt 7 and can be moved in the radial direction of the annular structure. 8 is a stiffener, 9 is a reaction plate, and 10 is a hydraulic jack.

ローラー3は環状構造体1の上面両側に突設し
たブラケツト11に支持され、鋼板セルを環状構
造体の周方向に滑動させうるように所要間隔に多
数位置させてある。
The rollers 3 are supported by brackets 11 projecting from both sides of the upper surface of the annular structure 1, and are positioned in large numbers at required intervals so as to slide the steel plate cells in the circumferential direction of the annular structure.

〔考案の作用〕[Effect of invention]

以上の組立架台の使用について説明する。まず
分割ブロツクAをクレーン等により相対する一対
のガイド板2間に建込む。なおガイド板2は建込
みを容易とするため内外でその高さを変えてお
き、分割ブロツク1体につき少なくとも2組使用
する。
The use of the above assembly frame will be explained. First, the divided block A is erected between a pair of opposing guide plates 2 using a crane or the like. In order to facilitate installation, the guide plates 2 have different heights inside and outside, and at least two sets are used for each divided block.

次いでガイド板間に建込まれた分割ブロツクの
位置調整を行なうが、円周方向の水平移動は環状
構造体1上のロールを介して分割ブロツクが建込
まれているため、分割ブロツクAにワイヤーを取
付けて牽引することにより容易に行なえる。半径
方向の水平移動はガイド板2と反力板9との間に
ある油圧ジヤツキ10を操作し、ガイド板2を押
すことにより容易に行なえる。そして締結ボルト
7の操作によりガイド板2の位置決めをなし、ガ
イド板2間に分割ブロツクAを挾持させる。なお
油圧ジヤツキ10は図示した場合と反対側に設け
ておきあるいは相方に設けておき、適宜相対する
ガイド板2の何れか一方あるいは双方を操作す
る。
Next, the position of the divided block installed between the guide plates is adjusted, but since the horizontal movement in the circumferential direction is done via the rolls on the annular structure 1, the divided block A is This can be done easily by attaching and towing it. Horizontal movement in the radial direction can be easily performed by pushing the guide plate 2 by operating the hydraulic jack 10 located between the guide plate 2 and the reaction plate 9. Then, the guide plates 2 are positioned by operating the fastening bolts 7, and the divided blocks A are held between the guide plates 2. The hydraulic jack 10 is provided on the opposite side to the one shown in the figure or on the other side, and operates either or both of the opposing guide plates 2 as appropriate.

次いで同様の操作によつて次の分割ブロツクを
建込み、隣接する分割ブロツク相互を溶接により
連結して鋼板セルを完成し、ガイド板2を緩めて
搬出する。
Next, the next divided block is erected by the same operation, and the adjacent divided blocks are connected by welding to complete the steel plate cell, and the guide plate 2 is loosened and carried out.

〔考案の効果〕[Effect of idea]

この考案は以上の構成からなり架台が一体の環
状構造体をなしているので架台の据付け、高さ調
整が容易であ。また架台上に建込まれた分割ブロ
ツク位置の円周方向、半径方向の何れも容易に微
調整でき、しかも所定の位置に保持されるので溶
接作業も容易確実となり、縦割りブロツク工法に
よる鋼板セルの組立作業の迅速化を図ることがで
きる。
This invention has the above-mentioned configuration, and since the pedestal is an integral annular structure, installation and height adjustment of the pedestal are easy. In addition, the position of the divided blocks built on the frame can be easily fine-tuned in both the circumferential and radial directions, and is held in place, making welding work easy and reliable. It is possible to speed up the assembly work.

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

第1図、第2図および第3図は組立架台の概要
を示した斜視図、平面図および要部の平面図、第
4図、第5図および第6図はガイド板部分、ロー
ラー部分および据付部分の縦断面図、第7図、第
8図は鋼板セルと分割ブロツクの斜視図、第9
図、第10図は分割ブロツクを建込んだ状態のガ
イド板部分の平面図と縦断面図、第11図はロー
ラー部分の斜視図、第12図と第13図、第14
図と第15図はガイド板部分の作用状態を示した
平面図と縦断面図、第16図、第17図、第18
図は組立過程の斜視図、第19図は従来例の斜視
図である。 A……分割ブロツク、1……環状構造体、2…
…ガイド板、3……ローラ、4……補剛材、5…
…底板、6……スリツト、7……締結ボルト、8
……補剛材、9……反力板、10……油圧ジヤツ
キ、11……ブラケツト。
Figures 1, 2, and 3 are perspective views, plan views, and plan views of the main parts of the assembly frame, and Figures 4, 5, and 6 are guide plate portions, roller portions, and A vertical sectional view of the installation part, Figures 7 and 8 are perspective views of the steel plate cell and the dividing block, and Figure 9 is a perspective view of the steel plate cell and divided block.
10 is a plan view and a vertical sectional view of the guide plate portion with the divided blocks installed, FIG. 11 is a perspective view of the roller portion, and FIGS. 12, 13, and 14.
15 and 15 are a plan view and a vertical sectional view showing the operating state of the guide plate portion, and FIGS. 16, 17, and 18.
The figure is a perspective view of the assembly process, and FIG. 19 is a perspective view of a conventional example. A... Divided block, 1... Annular structure, 2...
...Guide plate, 3...Roller, 4...Stiffener, 5...
...Bottom plate, 6...Slit, 7...Tightening bolt, 8
... Stiffener, 9 ... Reaction plate, 10 ... Hydraulic jack, 11 ... Bracket.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 組立てようとする鋼板セルを支持する環状構造
体と環状構造体の上面に所要間隔に位置し、その
環状構造体の半径方向に可動であり、鋼板セルを
挾持しうる一対の建込み用ガイド板と、環状構造
体の上面に所要間隔に位置し、鋼板セルを環状構
造体の周方向に滑動させるローラーとからなるこ
とを特徴とする鋼板セルの組立架台。
An annular structure that supports the steel plate cell to be assembled; and a pair of erection guide plates that are located at a required interval on the upper surface of the annular structure, are movable in the radial direction of the annular structure, and can sandwich the steel plate cell. and a roller positioned at a required interval on the upper surface of the annular structure to slide the steel plate cell in the circumferential direction of the annular structure.
JP7977684U 1984-05-30 1984-05-30 Assembly frame for steel plate cells Granted JPS60190830U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7977684U JPS60190830U (en) 1984-05-30 1984-05-30 Assembly frame for steel plate cells

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7977684U JPS60190830U (en) 1984-05-30 1984-05-30 Assembly frame for steel plate cells

Publications (2)

Publication Number Publication Date
JPS60190830U JPS60190830U (en) 1985-12-18
JPH0324659Y2 true JPH0324659Y2 (en) 1991-05-29

Family

ID=30625003

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7977684U Granted JPS60190830U (en) 1984-05-30 1984-05-30 Assembly frame for steel plate cells

Country Status (1)

Country Link
JP (1) JPS60190830U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013160033A (en) * 2012-02-09 2013-08-19 Hitachi Zosen Corp Assembly equipment for long steel plate cell and movement method for long steel plate cell

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013160033A (en) * 2012-02-09 2013-08-19 Hitachi Zosen Corp Assembly equipment for long steel plate cell and movement method for long steel plate cell

Also Published As

Publication number Publication date
JPS60190830U (en) 1985-12-18

Similar Documents

Publication Publication Date Title
US4198797A (en) Method and fixture for lateral and longitudinal positioning of mobile or modular home units
US4893445A (en) Construction system
JPH0324659Y2 (en)
JP7365518B1 (en) Panel support material and formwork structure using it
JP2000073606A (en) Vibration control device of building
CN115478614A (en) Stable assembly type steel structure building and installation method thereof
JP2932893B2 (en) Structural support lower end support device
JPH0726572A (en) Retaining wall structure
JPH0236803Y2 (en)
JP3084989U (en) Simple wall using siding material
JPS5934616Y2 (en) small basement
JPH02296915A (en) Construction method for steel pipe pile head connection part
JPS6328731Y2 (en)
CN221518259U (en) Beam making pedestal system suitable for different beam lengths
CN215669667U (en) Detachable high bearing capacity shaped steel post-cast strip support system
CN222314005U (en) Main body structure floor prestressing force trades props structure
CN221192934U (en) Steel box girder base
JPH02213540A (en) Pedestal construction
JP2992580B2 (en) Building construction method
JP3049585B2 (en) Driving floor beam-to-column connection and driving floor final joining method in the driving floor advance ascending construction method
JP2624619B2 (en) Fence
JPH04343942A (en) Connection structure of building unit
SU1060787A1 (en) Jig for erecting columns
JP2920305B2 (en) Steel building construction method
SU1414950A1 (en) Method of constructing the skeleton of a building