JPS6355581B2 - - Google Patents
Info
- Publication number
- JPS6355581B2 JPS6355581B2 JP23704083A JP23704083A JPS6355581B2 JP S6355581 B2 JPS6355581 B2 JP S6355581B2 JP 23704083 A JP23704083 A JP 23704083A JP 23704083 A JP23704083 A JP 23704083A JP S6355581 B2 JPS6355581 B2 JP S6355581B2
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- column
- support
- pedestal
- seabed
- 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
- 238000009415 formwork Methods 0.000 claims description 14
- 230000008602 contraction Effects 0.000 claims description 5
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 5
- 239000000463 material Substances 0.000 description 8
- 238000010276 construction Methods 0.000 description 1
- 238000009499 grossing Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Underground Or Underwater Handling Of Building Materials (AREA)
- Revetment (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
【発明の詳細な説明】
本発明は防波堤等の水中コンクリート工法に用
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 expansion and contraction of the lower ends of formwork columns used in underwater concrete construction methods for breakwaters and the like so as 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
があつ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つ
た。 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. It had drawbacks such as requiring a lot of effort.
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。 In order to solve the above-mentioned drawbacks, the present invention makes it possible to expand and contract the lower end of the formwork support, thereby making it possible to easily sink the formwork support vertically to the seabed surface and improve work efficiency. It is characterized by:
以下、実施例図により本発明の構成を説明す
る。 Hereinafter, the configuration of the present invention will be explained with reference to embodiment figures.
1方側と背面との2方面に縦溝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′の間隔に面側面に縦溝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、該各前部中間支柱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をボルトでもつ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
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′をボルトでもつて着脱自在に
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
材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たピ
ン孔8を任意数開孔し、該各支柱に嵌合する脚柱
9にピン孔8と連通するピン孔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
して連通したピン孔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。 Left and right corner supports 2, 2' with vertical grooves 1, 1 on two sides, one side and the back, are arranged at appropriate intervals,
A vertical groove 1,
1 are installed at specified intervals, and each of the front intermediate columns 3 and the left and right corner columns 2,
2', a desired number of front connecting members 4 are fixed with bolts at appropriate intervals vertically and detachably. The left and right side intermediate columns 3' are erected at specified intervals, and left and right connecting members 4 are installed at appropriate vertical intervals on the outer surfaces of the left and right side intermediate columns 3', 3' and the left and right corner columns 2, 2'. ' are removably secured with bolts, and spacing retaining members 5 are connected to the opposing surfaces of the left and right opposing side intermediate columns 3', 3' at appropriate intervals vertically and removably secured with bolts. In the support frame material 7 in which the stays 6 are removably stretched across the front connecting members 4 and the left and right connecting members 4', 4', etc., the left and right corner supports 2, 2' and each intermediate support 3 are tightened. , 3' have a cylindrical shape, and an arbitrary number of pin holes 8 communicating from the front to the back are bored in the lower ends thereof, and pin holes 8' communicating with the pin holes 8 are formed in the pillars 9 that fit into each of the pillars. A large number of holes are made with vertical gaps in between, and a pedestal 9 is inserted into the lower end of each stanchion, and a locking pin 11 suspended by a chain 10 from each stanchion is inserted into the communicating pin holes 8 and 8'. It consists of 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、海底に凹凸があつて支柱枠材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。従つて、海底面に
少々の凹凸面があつても、脚柱9の伸縮調整でも
つて支柱枠材7を設置し得るため、海底面の潜水
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間の相対向した縦溝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 pillar frame material 7 assembled on land is sunk into the seabed by fitting the back side of the pillar frame material 7 into the existing concrete body 12, but due to unevenness on the seabed. When it is difficult to install the support frame material 7 vertically, the left and right corner supports 2, 2', the front part, or each intermediate support 3 on both sides,
3' by unfitting and unfitting the locking pin 11 of the pillar 9 at the lower end, adjusting the extension of the pillar 9 from the lower end of each pillar, and then inserting and inserting the locking pin 11 into the pin holes 8 and 8' that communicated again. , the support frame member 7 can be easily sunk vertically to the seabed surface. Therefore, even if the seabed surface is slightly uneven, the support frame material 7 can be installed by adjusting the expansion and contraction of the support pillars 9, which simplifies the smoothing work of the seabed surface by divers and saves time and effort. This allows you to streamline your work. After the column frame material 7 is deposited, vertical grooves 1 facing each other between each column,
An arbitrary number of stages of formwork panels 13 are fitted inside the mold 1, 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
によつ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 using the pedestal, so that the formwork support can be placed vertically on the seabed. It has various effects.
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 an expansion mechanism according to an embodiment of the present invention, FIG. 2 is a side view thereof, and FIG.
The figure is an enlarged sectional view taken along the line A-A in Figure 2, and Figure 4 is its B.
5 is an enlarged sectional view taken along the line C-C. 1... Vertical groove, 2, 2'... Left and right corner supports, 3,
3'... Intermediate support, 4, 4'... Connecting member, 5...
Spacing retaining material, 6... Stay, 7... Support frame material,
8, 8'...pin hole, 9...pillar, 10...chain,
11...Lock pin.
Claims (1)
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
止しなが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, and while locking the column, insert the pedestal from the bottom end of the column. An expansion/contraction adjustment device for formwork supports for underwater concrete, which is characterized by being able to expand and contract.
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 JPS60129361A (en) | 1985-07-10 |
JPS6355581B2 true 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) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0545710Y2 (en) * | 1987-01-23 | 1993-11-25 | ||
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 |
-
1983
- 1983-12-14 JP JP23704083A patent/JPS60129361A/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS60129361A (en) | 1985-07-10 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
LAPS | Cancellation because of no payment of annual fees |