JPH09302918A - Dry working caisson - Google Patents

Dry working caisson

Info

Publication number
JPH09302918A
JPH09302918A JP8157336A JP15733696A JPH09302918A JP H09302918 A JPH09302918 A JP H09302918A JP 8157336 A JP8157336 A JP 8157336A JP 15733696 A JP15733696 A JP 15733696A JP H09302918 A JPH09302918 A JP H09302918A
Authority
JP
Japan
Prior art keywords
working
work box
caissons
work
dry
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
JP8157336A
Other languages
Japanese (ja)
Other versions
JP2926475B2 (en
Inventor
Susumu Hino
進 日野
Hajime Yoshioka
一 吉岡
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.)
HINO KAIYO KAIHATSU KK
Original Assignee
HINO KAIYO KAIHATSU 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 HINO KAIYO KAIHATSU KK filed Critical HINO KAIYO KAIHATSU KK
Priority to JP8157336A priority Critical patent/JP2926475B2/en
Publication of JPH09302918A publication Critical patent/JPH09302918A/en
Application granted granted Critical
Publication of JP2926475B2 publication Critical patent/JP2926475B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/11Hard structures, e.g. dams, dykes or breakwaters

Landscapes

  • Revetment (AREA)

Abstract

PROBLEM TO BE SOLVED: To mount and demount this dry working caisson to and from a structure in the sea regardless of a tide level, and reduce time loss at the assembly by constitut ing the dry working caisson of two vertically split split bodies and forming the dry working caisson of a breakwater functioning as a float in combination in an upper section, a work area in an intermediate section, and a ballast tank in a lower section. SOLUTION: When a working caisson is difficult to be installed due to a high tide level when the two vertically split split dry working caissons are moved to the lower section of a quaywall pier A, valves 9, 10 for ballast tanks 8 are opened, seawater is introduced, and buoyancy is adjusted. Since the working caissons are floated under an oblique state, repair steel-pipe piles B are held by guides 6, and the working caissons are fixed by lever blocks 11. Lower lever blocks 14 are clamped, flanges 15 are conformed, and bolts I are temporarily tightened. Air is introduced into a ballast tank 12 and the working caissons are floated, bearing blocks E are held among the working caissons and the pier A and fixed by buoyancy, and seawater is discharged by a drain pump H. Accordingly, the working caissons can be mounted and demounted to and from a structure in the sea regardless of the tide level, and time loss at the assembly can be reduced.

Description

【発明の詳細な説明】Detailed Description of the Invention

【産業上の利用分野】本発明品は水面、及び水中での、
岸壁構造物の構造上重要箇所である岸壁桟橋杭の補修、
補強をする為のドライ作業函に関する。
INDUSTRIAL APPLICABILITY The product of the present invention is used on the surface of water and in water.
Repair of quay pier piles, which are important structural points of quay structures,
A dry work box for reinforcement.

【従来の技術】従来の水中作業函は複雑な構造で、装置
の着脱に手間がかかる。また密閉で作業が行われていた
為、作業函内の作業員には過大な精神的ストレスがあっ
た。
2. Description of the Related Art A conventional underwater work box has a complicated structure, and it takes time to attach and detach the device. Moreover, since the work was performed in a closed manner, the workers in the work box had excessive mental stress.

【手段及び作用】従来の水中作業函の構造を簡単な形に
することで、製作時の費用の削減、製作加工の簡易化と
ともに作業効率の向上につながる。作業函の設置におい
ては作業函のフランジのパッキンを硬質スポンジにする
ことにより少量のボルト締めでありながら気密性も増し
作業効率も上がる。また作業函本体に排水用ホースを取
り付けた事で排水作業が捗る。この作業函はバラストタ
ンクが有り自由に作業函を浮き沈みさせる事で港湾構造
物(岸壁桟橋杭など)の下に潮位に関係なく出来、函内
作業においても函上部は解放の為、作業函内において
も、作業員に精神的なストレスを感じさせることが無
く、快適に作業が行われる。
[Means and Actions] By simplifying the structure of the conventional underwater work box, the manufacturing cost can be reduced, the manufacturing process can be simplified, and the working efficiency can be improved. When installing the work box, by using a hard sponge for the packing of the flange of the work box, a small amount of bolts can be tightened, but the airtightness is increased and the work efficiency is increased. In addition, drainage hose is attached to the work box body to facilitate drainage work. Since this work box has a ballast tank, it can be made to freely float up and down, regardless of the tide level under the port structure (such as a pier on the pier). Also, the work can be performed comfortably without causing the worker to feel mental stress.

【実施例】本発明の実施例について、鋼管杭桟橋の鋼管
杭の腐食部の補修及び補強作業をドライ作業函で実施し
た例を図面を参照しながら説明する。第I図はドライ作
業函の基本的な立体図である。左右対象な作業函は1組
で作業は行われる。第1図の詳細は後で説明する、第2
図はドライ作業函の設置完了の図、Aは桟橋、Bは補修
鋼管、C、Dはドライ作業函本体Eは高さ調整用の支持
盤木又は油圧ジャツキ、第3図、第4図は海面上の設置
の過程の図である。第3図で解る様にドライ作業函は少
し斜めの状態で海面に浮いている、ドライ作業函は図の
IIのバラストタンクで浮力をもたしてある。第4図は
フランジを合わせた状態、あとは、高さの調整をして、
図のIIIに空気を入れドライ作業函の固定をする。第
1図の詳細の説明、作業の前に鋼管杭の大きさ(直経、
外周)に合わせ第1図ののスペーサー兼ガイドを鋼管
杭の大きさに合わせセットする、セットの方法は図のA
部詳細図で説明、ドライ作業函の底部にガイドとの間
にパッキンをはさみボルトで締める。鋼管杭は様々
な大きさが有り、この作業函はガイドを鋼管杭の大きさ
にあわせて製作することで一つの作業函でほとんど鋼管
杭の補修を行うことが出来る。次に補修鋼板をあらかじ
め、作業函の外壁にレバーブロックなどで固定してお
く。補修鋼板がセットされた作業函をトラッククレーン
で作業函を海上に降ろす。次にドライ作業函を補修鋼管
の所まで移動するその時、作業函の上部にある作業足場
兼ガイドをおろし、移動中の作業はガイドの上、もし
くはデッキでおこなう。ガイド部はエキスパンダメタ
ル、デッキ部はスベリ止めをしてあり、滑りにくい様、
くふうを施し手ある。作業函を桟橋の下に移動するさ
い、潮位の高い場合、作業函設置が困難なことが生じた
ときは、作業函上部のバラストタンクの調整バルブ
▲10▼で調整する、作業函を沈めるときバルブ▲1
0▼を開き海水を入れ浮力の調整する、また、作業函に
浮力をもたすときはバルブより中圧の空気を入れバル
ブ▲10▼より中に入っている海水を排出して浮力をも
たす事ができる。浮力調整が出来た作業函を補修鋼管に
セット、その図が第3図である、作業函は斜めの状態で
海面に浮かんでいる為、補修鋼管をガイドで、はさむ
様にセット、作業函の固定はレバーブロック▲11▼
(反対側にも)2個で行う。これからの設置作業はダイ
バーによって行われる、ダイバーは作業函下部のバラス
トタンク▲12▼にある、バルブ▲13▼を閉める、こ
のバルブは作業函を海上に降ろした時にバラストタンク
の中の空気を排出する為に開けてある、次に下部レバー
ブロック▲14▼締めていきフランジ▲15▼を合わ
す、補修鋼管にフランジ部が当る部分はあらかじめダ
イバーにより1種ケレンが施されている、フランジが合
わさったら、ボルト(I)を仮締めを行う、もし、フラ
ンジを合わせてボルト穴▲16▼が合わない場合がおき
た時、作業函底部の開口部▲16▼から空気を入れ作業
函の高さ調整を行う。次に作業函の位置(高さ)調整、
支持盤木また油圧ジャッキを作業函のデッキ部の上、
第2図のA部桟橋との間に作業函のデッキ部が略最高潮
高面からプラス50cm〜60cmぐらい、この高さが
あれば少々の波、航跡波などで作業函内に海水の侵入を
防ぐ事が出来る、高さが設定出来たら作業函の下部のバ
ラストタンク▲12▼に空気を開口部▲17▼から入れ
作業函を浮かす、作業函は桟橋との間に支持盤木をはさ
み浮力により固定される、次に仮締めのボルトを本締め
する、本締めのトルクはフランジの間のパッキン▲20
▼が少しつぶれる位のトルクでよい、パッキンは硬質ス
ポンジの為、大変馴染みやすいので強く締める必要がな
い、ボルトを締め終えたら作業函内の海水の排出、作業
函外壁に取り付けられたフランジ▲18▼に排水ホース
(4インチ)Gを取り付けする、この排水ホースはあら
かじめ陸上で取り付けてもよい次に作業函内にある排水
バルブを開き、陸上にある排水ポンプHで海水を排出す
る。作業函内の海水が無くなるにつれて水圧によりパッ
キンの気密性が増し漏水も無くなり、浮力も増すのでよ
りいっそうの作業函の固定が浮力で行う事が出来その他
の固定方法を取る必要がいらない、浮力だけで十分であ
る。排水が完了したら排水バルブを締め、上部ガイド
を格納すれば設置作業は完了となる。次に鋼管の補修作
業にはいる。溶接は品質管理上JISの資格を持った溶
接工により行われる。作業に必要な器材、材料は筏によ
り作業函内に搬入する。作業員の作業函の出入り、昇降
はタラップ▲19▼により行われる。この作業函の特徴
は、従来の水中作業函の問題点を解消する為、上部が解
放されている。この為に、器材の搬入、作業員の出入り
の非常に楽に行われ、また、解放感があり中にいる作業
員の精神的ストレスも感じさせず、作業函内の換気の面
も完璧に行われ、作業員の健康面も配慮できる。作業員
はあらかじめ指定されている位置に補修用鋼板をセット
し作業を完了させる。必要によっては、溶接の検査(浸
透探査試験など)を行い、この時点で防食加工をすれば
さらに良い品質管理が行われる。作業函内の作業、片付
けが全て終わり作業函の解体となる。まず、下部バラス
トタンクの空気をバルブ▲13▼で抜く、それと同時に
作業函内に海水が入る、ダイバーによりフランジのボル
トを外す、作業函内の海水が外の海面と同じ位になると
作業函は浮力が無くなる。作業函は第3図の様に海面上
ではなるので、2つに別れやすく次の作業までの時間が
短縮出来る。これで一工程は終わり、あとは同じ工程を
繰り返せばよい。以上の様に一つ一つの作業は簡単で、
しかも作業の分担が専門の分野を担当が出来るので、よ
り良い品質管理が出来るドライ作業函である。 (発明の効果)本発明は、本体を2つに縦割りする事に
より組立て時、解体時における時間のロスを従来のもの
よりも少なくし、ユニットが個々に浮力調整出来る事で
潮位に関係なしに、構造物に着脱可能になり、本体はそ
のままでもスペーサーのみを変える事により様々な鋼管
杭に対応出来ることで、製作時の低コスト化につなが
り、ユニットのフランジパッキンを硬質スポンジにする
事で、パッキン自体に柔軟性をもたし、結合部の防水性
を増した。作業函内の排水を陸上に設置してある排水装
置で行う事により電気的なトラブルの解消にもなってい
る。作業函の固定も浮力による固定なので手間が掛から
なくなった。作業函上部は解放の為に、作業函内の作業
員の精神的なストレスが無くなり快適な作業空間を得る
ことが出来た。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described with reference to the drawings, in which repair work and reinforcement work of a corroded part of a steel pipe pile of a steel pipe pile jetty are carried out in a dry work box. FIG. I is a basic three-dimensional view of a dry work box. The work boxes that are symmetrical to the left and right are operated by one set. The details of FIG. 1 will be described later.
The figure shows the installation of the dry work box, A is the pier, B is the repaired steel pipe, C and D are the dry work box body E, the supporting board or hydraulic jack for height adjustment, and Figs. 3 and 4 are It is a figure of the process of installation on the sea surface. As can be seen in FIG. 3, the dry work box floats slightly above the sea surface, and the dry work box has buoyancy with the ballast tank II in FIG. Fig. 4 shows the state where the flanges are fitted together, and then adjust the height,
Inject air into III of the figure to fix the dry work box. Detailed explanation of Fig. 1, before the work, the size of the steel pipe pile (passage,
Set the spacer and guide shown in Fig. 1 according to the size of the steel pipe pile according to the outer circumference).
As explained in the detailed drawing of the section, insert packing between the guide and the bottom of the dry work box, and tighten the bolts. There are various sizes of steel pipe piles, and this work box can repair almost all steel pipe piles with one work box by making guides according to the size of the steel pipe piles. Next, fix the repaired steel plate to the outer wall of the work box in advance with a lever block or the like. The work box with the repair steel plate set is unloaded to the sea by a truck crane. Next, move the dry work box to the repair steel pipe. At that time, lower the work scaffolding and guide at the top of the work box, and perform work while moving on the guide or on the deck. The guide part is expander metal, the deck part is non-slip, so that it does not slip easily,
There are hands who give it. When moving the work box to the bottom of the pier, if the tide level is high and it becomes difficult to install the work box, use the ballast tank adjustment valve ▲ 10 ▼ above the work box to adjust the work box. Valve ▲ 1
Open ▼ to add seawater to adjust buoyancy. To add buoyancy to the work box, add medium pressure air from the valve to drain seawater from the valve ▲ 10 to increase buoyancy. I can help you. The work box with adjustable buoyancy is set on the repair steel pipe. The figure is Fig. 3. Since the work box floats on the sea surface in an oblique state, the repair steel pipe is set with a guide so that it is pinched. Lever block (11)
Do 2 pieces (on the other side). The installation work from now on will be carried out by the diver. The diver will close the valve (13) located in the ballast tank (12) below the work box. This valve will discharge the air from the ballast tank when the work box is lowered to the sea. It is opened to do so, then tighten the lower lever block (14) and tighten the flange (15). The part where the flange part touches the repair steel pipe is pre-treated with a diver by a diver, if the flange is fitted , Temporarily tighten the bolt (I). If there is a case where the flange holes are aligned and the bolt hole (16) does not fit, air is introduced from the opening (16) at the bottom of the work box and the height of the work box is adjusted. I do. Next, adjust the position (height) of the work box,
Attach the support board or hydraulic jack on the deck of the work box.
The deck of the work box is approximately 50 cm to 60 cm above the highest tide between the pier A and the pier in Fig. 2. If there is this height, seawater will enter the work box due to a few waves or wake waves. When the height can be set, air is put into the ballast tank (12) at the bottom of the work box from the opening (17) and the work box is floated. It is fixed by buoyancy, and then the temporary tightening bolt is finally tightened. The torque of the final tightening is the packing between the flanges.
The torque is enough to crush ▼, and the packing is a hard sponge, so it is very familiar, so there is no need to tighten it strongly. A drain hose (4 inches) G is attached to ▼. This drain hose may be attached on land in advance. Next, open the drain valve in the work box and drain seawater with the drain pump H on land. As the seawater in the work box disappears, the airtightness of the packing increases due to water pressure, and the water leakage also disappears, and the buoyancy also increases. Is enough. When drainage is complete, tighten the drain valve and retract the upper guide to complete the installation work. Next, we start repairing steel pipes. Welding is performed by a welder who has a JIS qualification for quality control. Equipment and materials required for the work are carried into the work box by the raft. The worker's work box is moved in and out by a trap (19). The feature of this work box is that the upper part is opened in order to solve the problems of the conventional underwater work box. For this reason, it is very easy to carry in and out the equipment, and the workers can move in and out very easily.In addition, there is a feeling of liberation and the mental stress of the workers inside is not felt, and the ventilation of the work box is perfectly performed. Therefore, the health of workers can be taken into consideration. The worker sets the repair steel plate at a position designated in advance and completes the work. If necessary, a welding inspection (penetration exploration test, etc.) is carried out, and at this point a better quality control is carried out by performing anticorrosion processing. The work inside the work box and the tidying up are all completed, and the work box is disassembled. First, the air in the lower ballast tank is bleeded by the valve (13), and at the same time seawater enters the work box, the bolts on the flange are removed by the diver, and when the sea water in the work box becomes the same level as the outside sea surface, the work box becomes Buoyancy is lost. Since the work box is on the surface of the sea as shown in Fig. 3, it is easy to split into two and the time until the next work can be shortened. This completes one process, and the same process can be repeated thereafter. As mentioned above, each work is easy,
Moreover, since it is possible to take charge of work in a specialized field, it is a dry work box that allows better quality control. (Effects of the Invention) The present invention reduces the time loss at the time of assembly and disassembly by vertically dividing the main body into two parts, and makes it possible to adjust the buoyancy of each unit independently of the tide level. In addition, it can be attached to and detached from the structure, and it can be used for various steel pipe piles by changing only the spacer while leaving the main body as it is, leading to cost reduction at the time of manufacturing, and making the unit flange packing a hard sponge. , The packing itself has flexibility, and the waterproofness of the joint is increased. The drainage in the work box is performed by the drainage system installed on land, which also eliminates electrical troubles. Since the work box is also fixed by buoyancy, it does not take time. Since the upper part of the work box was released, mental stress of the workers in the work box was eliminated, and a comfortable work space could be obtained.

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

第1図はドライ作業函の要部を示す斜視図、第2図は岸
壁桟橋杭にドライ作業函を設置した完成図、第3図はド
ライ作業函を桟橋杭に移動し作業函が海面に浮いた状態
を示した図、第4図は第3図の状態から作業函を桟橋杭
に仮設置の図である。 A…岸壁桟橋、B…補修鋼管杭、C・D…作業函本体、
E…支持盤木もしくは油圧ジャッキ、F…海面、G…排
水用ホース、H…排水ポンプ、I…締め付け用ボルト・
ナット、I…作業函上部バラストタンク、II…作業函
下部バラストタンク、…スペーサー兼ガイド、…作
業函下部、…パッキン、…ボルト・ナット、作業
函外壁、…作業足場兼ガイド、…デッキ、…作業
函上部バラストタンク、▲10▼…バラストタンク調
整用バルブ、▲11▼…レバーブロック、▲12▼…作
業函下部バラストタンク、▲13▼…バルブ、▲14▼
…レバーブロック、▲15▼…フランジ、▲16▼…ボ
ルト穴、▲17▼…開口部、▲18▼…排水用フランジ
・バルブ、▲19▼…昇降タラップ、▲20▼…硬質ス
ポンジパッキン。
Fig. 1 is a perspective view showing the main part of the dry work box, Fig. 2 is a completed drawing with the dry work box installed on the pier pier on the quay, and Fig. 3 is moving the dry work box to the pier pile and the work box is on the sea surface. FIG. 4 is a diagram showing a floating state, and FIG. 4 is a diagram showing the work box temporarily installed on the pier pile from the state of FIG. A ... Quay pier, B ... Repair steel pipe pile, C / D ... Work box body,
E ... Support board or hydraulic jack, F ... Sea surface, G ... Drain hose, H ... Drain pump, I ... Tightening bolts ・
Nut, I ... Work box upper ballast tank, II ... Work box lower ballast tank, ... Spacer / guide, ... Work box lower part, ... Packing, ... Bolt / nut, Work box outer wall, ... Work scaffolding / guide, ... Deck, ... Work box upper ballast tank, ▲ 10 ▼ ... Ballast tank adjusting valve, ▲ 11 ▼… Lever block, ▲ 12 ▼… Work box lower ballast tank, ▲ 13 ▼… Valve, ▲ 14 ▼
... Lever block, ▲ 15 ▼ ... Flange, ▲ 16 ▼ ... Bolt hole, ▲ 17 ▼ ... Opening, ▲ 18 ▼ ... Drainage flange / valve, ▲ 19 ▼ ... Lifting ramp, ▲ 20 ▼ ... Hard sponge packing.

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【手続補正書】[Procedure amendment]

【提出日】平成8年8月14日[Submission date] August 14, 1996

【手続補正3】[Procedure 3]

【補正対象書類名】図面[Document name to be amended] Drawing

【補正対象項目名】全図[Correction target item name] All figures

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【図1】 FIG.

【図2】 [Fig. 2]

【図3】 [Figure 3]

【図4】 FIG. 4

Claims (1)

【特許請求の範囲】[Claims] 本発明品であるドライ作業函は2つに縦割りされた分割
体で形成されていて完成形はオープンした箱型になり、
それ自体には浮力を調節する為のバラストタンクが取り
付けてある。分割部の接合面は従来の物より気密性をも
たす為、硬質スポンジを採用、作業函は上部のフロート
兼波避け、中間部の作業エリア、下部のバラストタンク
から形成されていて、作業函を組み立てた後は、作業函
の下部に取り付けてある排水用ホースで作業函内の排水
を行い、作業エリアを確保できる岸壁桟橋杭腐食部の補
修、及び補強用作業装置。
The dry work box, which is the product of the present invention, is formed by a divided body that is vertically divided into two parts, and the completed form is an open box type.
A ballast tank for adjusting buoyancy is attached to itself. Since the joint surface of the dividing part is more airtight than the conventional one, a hard sponge is adopted.The work box is formed from the work area in the upper part, the work area in the middle part, and the ballast tank in the lower part. After assembling the box, a drainage hose attached to the bottom of the box is used to drain the inside of the box to secure a working area.
JP8157336A 1996-05-15 1996-05-15 Dry work box Expired - Lifetime JP2926475B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8157336A JP2926475B2 (en) 1996-05-15 1996-05-15 Dry work box

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8157336A JP2926475B2 (en) 1996-05-15 1996-05-15 Dry work box

Publications (2)

Publication Number Publication Date
JPH09302918A true JPH09302918A (en) 1997-11-25
JP2926475B2 JP2926475B2 (en) 1999-07-28

Family

ID=15647472

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8157336A Expired - Lifetime JP2926475B2 (en) 1996-05-15 1996-05-15 Dry work box

Country Status (1)

Country Link
JP (1) JP2926475B2 (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002348897A (en) * 2001-05-23 2002-12-04 Penta Ocean Constr Co Ltd Cut-off method of working box
JP2007239244A (en) * 2006-03-07 2007-09-20 Kenji Takemoto Temporary structure
JP2010001615A (en) * 2008-06-18 2010-01-07 Ihi Amtec Co Ltd Installation method for water cut-off box and water cut-off box
JP2010065399A (en) * 2008-09-08 2010-03-25 Toa Harbor Works Co Ltd Method of constructing water cut-off working space and water cut-off working box
CN104213716A (en) * 2014-08-26 2014-12-17 四川金锋建设有限公司 Limb protection structure convenient to recycle
RU181039U1 (en) * 2017-12-20 2018-07-04 Сергей Владимирович Дедов Device for repair work on the inner corners of hydraulic structures
RU182778U1 (en) * 2017-12-19 2018-08-31 Сергей Владимирович Дедов Device for repair work on curved sections of hydraulic structures
CN108978692A (en) * 2018-09-12 2018-12-11 浙江三凯工程管理有限公司 Water drainage of deep foundation pit system
CN114575365A (en) * 2022-04-18 2022-06-03 广西航务建设工程有限公司 Novel cofferdam structure for construction of tie beam in water and construction method thereof

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105696612B (en) * 2016-04-12 2018-06-08 山东大学 Suitable for the assembled drainage of foundation pit and protection system of industrialized production

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002348897A (en) * 2001-05-23 2002-12-04 Penta Ocean Constr Co Ltd Cut-off method of working box
JP2007239244A (en) * 2006-03-07 2007-09-20 Kenji Takemoto Temporary structure
JP2010001615A (en) * 2008-06-18 2010-01-07 Ihi Amtec Co Ltd Installation method for water cut-off box and water cut-off box
JP2010065399A (en) * 2008-09-08 2010-03-25 Toa Harbor Works Co Ltd Method of constructing water cut-off working space and water cut-off working box
CN104213716A (en) * 2014-08-26 2014-12-17 四川金锋建设有限公司 Limb protection structure convenient to recycle
RU182778U1 (en) * 2017-12-19 2018-08-31 Сергей Владимирович Дедов Device for repair work on curved sections of hydraulic structures
RU181039U1 (en) * 2017-12-20 2018-07-04 Сергей Владимирович Дедов Device for repair work on the inner corners of hydraulic structures
CN108978692A (en) * 2018-09-12 2018-12-11 浙江三凯工程管理有限公司 Water drainage of deep foundation pit system
CN108978692B (en) * 2018-09-12 2020-12-04 浙江三凯工程管理有限公司 Deep foundation pit drainage system
CN114575365A (en) * 2022-04-18 2022-06-03 广西航务建设工程有限公司 Novel cofferdam structure for construction of tie beam in water and construction method thereof

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