JPS60129361A - Extension controller of mold frame support for underwater concrete - Google Patents

Extension controller of mold frame support for underwater concrete

Info

Publication number
JPS60129361A
JPS60129361A JP23704083A JP23704083A JPS60129361A JP S60129361 A JPS60129361 A JP S60129361A JP 23704083 A JP23704083 A JP 23704083A JP 23704083 A JP23704083 A JP 23704083A JP S60129361 A JPS60129361 A JP S60129361A
Authority
JP
Japan
Prior art keywords
underwater concrete
formwork
mold frame
frame support
extension controller
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
Application number
JP23704083A
Other languages
Japanese (ja)
Other versions
JPS6355581B2 (en
Inventor
町田 實孝
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.)
MACHIDA KENSETSU KK
Original Assignee
MACHIDA KENSETSU 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 MACHIDA KENSETSU KK filed Critical MACHIDA KENSETSU KK
Priority to JP23704083A priority Critical patent/JPS60129361A/en
Publication of JPS60129361A publication Critical patent/JPS60129361A/en
Publication of JPS6355581B2 publication Critical patent/JPS6355581B2/ja
Granted legal-status Critical Current

Links

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明は防波堤等の水中コンクIJ −トエ法に用いら
れる型枠支柱の下端を海底の凹凸に適合する様に伸縮調
整する装置に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a device for adjusting the lower end of a formwork support used in the underwater concrete IJ-toe method for breakwaters and the like so as to adjust it to conform to the unevenness of the seabed.

従来、水中コンクリート工法においては陸上で水中部分
の型枠を事前に製作し、クレーンにて吊下しながら水中
に沈設した後にコンクリートを型枠内に打設しているも
ので、陸上で組設した型枠の支柱は伸縮調整をなし得な
いため、海底に凹凸があった場合にはその凹凸を潜水士
が平滑になすのに多くの手間を要し、また型枠支柱を鉛
直に設定するのに多くの手間を要する等の欠点があった
0本発明は、上記諸欠点を解消する目的において型枠支
柱の下端を伸縮調整し得る様になしたことにより、型枠
支柱を海底面に鉛直に容易に沈設し、作業能率を向上さ
せ得ることを特徴とするものである。
Conventionally, in the underwater concrete method, the formwork for the underwater part is made in advance on land, suspended in the water by a crane, and then concrete is poured into the formwork. The formwork supports cannot be adjusted for expansion or contraction, so if there are irregularities on the seabed, it takes a lot of effort for divers to smooth them out, and the formwork supports must be set vertically. In order to eliminate the above-mentioned drawbacks, the present invention has been made so that the lower end of the formwork support can be adjusted to expand and contract, thereby allowing the formwork support to be placed on the seabed surface. It is characterized by being easily installed vertically and improving work efficiency.

以下、実施例図により本発明の詳細な説明する01方側
と背面との2方面に稼溝1,1を設けた左右隅支柱2.
2′を適当間隔をおいて配置し、該左右隅支柱2.2′
の間隔に両側面に縦溝1゜1を設けた前部中間支柱3を
規定間隔をおいて立設し、該各画部中間支柱3並びに左
右隅支柱2゜2′の前面に上下適当間隔をおいて前部連
結部材4をボルトでもって任意数着脱自在に固締し、左
右隅支柱2,2′の背面方向に、縦溝1,1を前後方向
となした側部中間支柱3′を規定間隔をお。
Hereinafter, the present invention will be explained in detail with reference to the embodiment drawings.
2' are arranged at appropriate intervals, and the left and right corner supports 2.2'
Front intermediate columns 3 with vertical grooves 1°1 on both sides are erected at specified intervals, and vertical grooves are installed in front of each image section intermediate column 3 and left and right corner columns 2°2' at appropriate intervals. A desired number of front connecting members 4 are removably fastened with bolts, and side intermediate struts 3' are formed with vertical grooves 1, 1 in the front and back direction in the rear direction of the left and right corner struts 2, 2'. Please use the specified intervals.

いて立設し、各左右側部中間支柱3/、3/並びに左右
隅支柱2,2′の外面に上下適当間隔をおいて左右連結
部材4′をボルトでもって着脱自在に固締し、左右対向
した各側部中間支柱3’、3/の対向面に上下、適当間
隔をおいて間隔保持材5を連設してボルトで着脱自在に
固締し、各前部連結部月4並びに左右連結部材4/、4
/等にステー6を交差状に着脱自在に張設した支柱枠材
7において、左右隅支柱2,2′や各中間支柱3,3′
を筒体状となして下端部に正面より背面へ連通しだビン
孔8を任意数開孔し、該各支柱に嵌合する脚柱9にビン
孔8と連通ずるビン孔8′を上下間隙をおいて多数開孔
し、各支柱の下端に脚柱9を挿入して連通しだビン孔8
.8′に各支柱に鎖、10で吊下した係止ピン11を嵌
挿すべくなして成るものである。尚、図中12は既設の
コンクリート体、13は型枠パネルを示す。
The left and right connecting members 4' are removably fastened with bolts on the outer surfaces of the left and right side intermediate columns 3/, 3/ and the left and right corner columns 2, 2' at appropriate vertical intervals. Spacing retaining members 5 are arranged vertically and at appropriate intervals on the opposing surfaces of each of the opposing side intermediate struts 3' and 3/, and are removably secured with bolts. Connecting member 4/, 4
In the support frame material 7 in which the stays 6 are removably stretched in a cross-like manner, the left and right corner supports 2, 2' and each intermediate support 3, 3'
is formed into a cylindrical shape, and an arbitrary number of bottle holes 8 are opened at the lower end thereof, communicating from the front to the back, and a bottle hole 8' communicating with the bottle holes 8 is formed in the pillars 9 that fit into each of the pillars, upper and lower. A large number of holes are opened at intervals, and a pillar 9 is inserted into the lower end of each pillar to communicate with the pin hole 8.
.. A locking pin 11 suspended from a chain 10 is inserted into each support column 8'. In the figure, 12 indicates the existing concrete body, and 13 indicates the formwork panel.

つぎに、実施例図により本発明の作用効果を説明する。Next, the effects of the present invention will be explained with reference to embodiment figures.

水中コンクリートの打設のために陸上で組設した支柱枠
材7を既設のコンクリート体12に支柱枠材7の背面を
嵌合させながら海底に沈設するものであるが、海底に凹
凸があって支柱枠材7を鉛直に設置することが困難な場
合に、左右隅支柱2゜2′や前部、或いは両側の各中間
支柱3,3′下端の脚柱9の係止ピン11を脱嵌して脚
柱9を各支柱の下端より伸長調整した後に再び連通した
ピン孔8.8′に係止ピン11を嵌挿することにより、
支柱枠材7を海底面に鉛直となして容易に沈設し得るも
のである。従って、海底面に少々の凹凸面があっても、
脚柱9の伸縮調整でもって支柱枠材7を設置し得るため
、准底面の潜水士による平滑作業も簡略化され、手間を
節約して作業を能率化し得るものである。そして支柱枠
材7の沈設終了後に各支柱澗の相対向した縦溝1,1内
に型枠パネル13を任意数段嵌合させて内部にコンクリ
ートを打設してゆくものである。
For pouring underwater concrete, the support frame material 7 assembled on land is sunk into the seabed by fitting the back side of the support frame material 7 into the existing concrete body 12, but there are irregularities on the seabed. When it is difficult to install the column frame material 7 vertically, the locking pins 11 of the pillars 9 at the lower ends of the left and right corner columns 2゜2', the front, or the intermediate columns 3, 3' on both sides can be removed. After adjusting the extension of the pillars 9 from the lower ends of each pillar, the locking pins 11 are inserted into the pin holes 8 and 8' which are connected again.
The support frame member 7 can be easily installed vertically on the seabed surface. Therefore, even if the seabed surface is slightly uneven,
Since the support frame material 7 can be installed by adjusting the expansion and contraction of the support pillars 9, the work of smoothing the sub-bottom surface by the diver is also simplified, saving time and making the work more efficient. After the support frame material 7 has been deposited, an arbitrary number of stages of formwork panels 13 are fitted into the opposing longitudinal grooves 1, 1 of each support frame, and concrete is poured inside.

前記した様に、本発明は型枠支柱の下端を脚柱によって
伸縮調整させて型枠支柱を常に鉛直となして海底面に沈
設し得ることを特徴とするもので、前記した顕著な諸効
果を奏するものである。
As described above, the present invention is characterized in that the lower end of the formwork support can be adjusted for expansion and contraction by the pedestal, so that the formwork support can be placed vertically on the seabed, and has the above-mentioned remarkable effects. It is something that plays.

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

第1図は本発明の実施例に係る伸縮機構を設けた型枠支
柱の平面図、第2図はその側面図、第3図は第2図A−
A線拡大断面図、第4図はそのB−B線拡大矢視図、第
5図はそのC−C線拡大断面図である。 1縦溝、2.2′左右隅支柱、3,3′中間支柱、4.
4′連結部材、5間隔保持材、6ステー、7支柱枠材、
8.8′ピン孔、9脚柱、10鎖、11係止ピン
Fig. 1 is a plan view of a formwork support provided with a telescoping mechanism according to an embodiment of the present invention, Fig. 2 is a side view thereof, and Fig. 3 is Fig. 2A-
FIG. 4 is an enlarged sectional view taken along line A, FIG. 4 is an enlarged sectional view taken along line B-B, and FIG. 5 is an enlarged sectional view taken along line C-C. 1 vertical groove, 2.2' left and right corner supports, 3, 3' intermediate supports, 4.
4' connecting member, 5 interval holding material, 6 stay, 7 support frame material,
8.8' pin hole, 9 pillars, 10 chains, 11 locking pins

Claims (1)

【特許請求の範囲】[Claims] 1 水中コンクリートに用いる組立式型枠支柱において
、各支柱の下端に脚柱を挿入し、支柱並びに脚柱に連通
したピン孔に係止ピンを嵌挿して係止しなから脚柱を支
柱下端より伸縮させることを特徴として成る、水中コン
クリート用型枠支柱の伸縮調節装置。
1 In prefabricated formwork columns used for underwater concrete, insert a pedestal at the bottom end of each column, insert a locking pin into the pin hole communicating with the column and pedestal, lock it, and then attach the pedestal to the bottom end of the column. An expansion/contraction adjustment device for formwork supports for underwater concrete, which is characterized by its ability to expand and contract more.
JP23704083A 1983-12-14 1983-12-14 Extension controller of mold frame support for underwater concrete Granted JPS60129361A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23704083A JPS60129361A (en) 1983-12-14 1983-12-14 Extension controller of mold frame support for underwater concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23704083A JPS60129361A (en) 1983-12-14 1983-12-14 Extension controller of mold frame support for underwater concrete

Publications (2)

Publication Number Publication Date
JPS60129361A true JPS60129361A (en) 1985-07-10
JPS6355581B2 JPS6355581B2 (en) 1988-11-02

Family

ID=17009506

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23704083A Granted JPS60129361A (en) 1983-12-14 1983-12-14 Extension controller of mold frame support for underwater concrete

Country Status (1)

Country Link
JP (1) JPS60129361A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63116654U (en) * 1987-01-23 1988-07-27
JPS6431842U (en) * 1987-08-22 1989-02-28
JPH0516618U (en) * 1991-08-13 1993-03-02 株式会社ブイワイエー Case covers and cases composed of folded side frames

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63116654U (en) * 1987-01-23 1988-07-27
JPH0545710Y2 (en) * 1987-01-23 1993-11-25
JPS6431842U (en) * 1987-08-22 1989-02-28
JPH0626666Y2 (en) * 1987-08-22 1994-07-20 ホリ−株式会社 Formwork with adjustable length
JPH0516618U (en) * 1991-08-13 1993-03-02 株式会社ブイワイエー Case covers and cases composed of folded side frames

Also Published As

Publication number Publication date
JPS6355581B2 (en) 1988-11-02

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