JPH0427009A - Error absorber for construction of continuous steel wall - Google Patents

Error absorber for construction of continuous steel wall

Info

Publication number
JPH0427009A
JPH0427009A JP13151790A JP13151790A JPH0427009A JP H0427009 A JPH0427009 A JP H0427009A JP 13151790 A JP13151790 A JP 13151790A JP 13151790 A JP13151790 A JP 13151790A JP H0427009 A JPH0427009 A JP H0427009A
Authority
JP
Japan
Prior art keywords
continuous
construction
continuous steel
plate
wall
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
JP13151790A
Other languages
Japanese (ja)
Other versions
JPH0786227B2 (en
Inventor
Masayuki Okimoto
沖本 真之
Shigeo Kawahara
繁夫 河原
Takao Yamada
孝夫 山田
Yoshinori Asanuma
浅沼 吉則
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.)
Seibu Polymer Kasei KK
Nippon Steel Corp
Original Assignee
Seibu Polymer Kasei KK
Nippon Steel Corp
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 Seibu Polymer Kasei KK, Nippon Steel Corp filed Critical Seibu Polymer Kasei KK
Priority to JP2131517A priority Critical patent/JPH0786227B2/en
Publication of JPH0427009A publication Critical patent/JPH0427009A/en
Publication of JPH0786227B2 publication Critical patent/JPH0786227B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PURPOSE:To make the absorption of error easier by a method in which a flexible water stopper of rubber or synthetic resin is placed between the other ends of paired plate parts whose one ends have couplers to connect with the couplers of the adjacent continuous steel walls. CONSTITUTION:Couplers 3 to connect with the couplers of adjacent continuous steel walls are formed on the projected ends 2a of plate parts 2. A flexible water stopper 4 of rubber or synthetic resin, having an inwardly curved form, is set through press plates 5 between the bends 2c on the other projected ends 2b of the plates 2 and fixed by bolts 8. A concrete flow-preventing cloth 6 is fixed through press plate 7 to the other sides of the ends 2b by a bolt 9. The couplers 3 are connected between two continuous walls to be connected and set by hanging down while correcting their biased positions by the water stopper 4. The cost of construction can thus be reduced.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、ボックス矢板等による鋼製連続壁の施工に際
し接続すべき2つの部分連続壁間に生しる施工誤差を吸
収する装置に関する。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a device for absorbing construction errors that occur between two partial continuous walls to be connected when constructing a continuous steel wall using box sheet piles or the like.

〔従来の技術〕[Conventional technology]

近年一般建築物の地下室、地下タンク、地下術、地下駅
等の壁体や一般建築物や橋梁等構築物の基礎構造として
用いられる地中連続壁として、コンクリート系連続壁に
代りホックス矢板等を使用する鋼製連続壁が開発され使
用されている。この鋼製連続壁工法においては、地盤を
掘さくして溝を形成し、この溝に第6図に示すボックス
矢板aを上から吊下げ、隣接するボックス矢板の係止部
すどうしを係合するようにして複数のボックス矢板を順
次建込んで第7図(a)に示すような連続壁を形成する
か、あるいは第7図(b)に示すように、広幅の2枚の
鋼板C,Cを複数のリブdて連結してなる鋼製壁状体e
を吊下げて隣接する壁状体。の係止部すどうしを係合す
るようにして連続壁を形成する。
In recent years, Hox sheet piles, etc. have been used instead of concrete-based continuous walls as underground continuous walls used as walls of general buildings, underground tanks, underground systems, underground stations, etc., and as the foundation structure of general buildings, bridges, and other structures. Continuous steel walls have been developed and are in use. In this steel continuous wall construction method, the ground is excavated to form a groove, box sheet pile a shown in Fig. 6 is suspended from above in this groove, and the locking parts of adjacent box sheet piles are engaged with each other. Either a plurality of box sheet piles can be erected one after another to form a continuous wall as shown in Figure 7(a), or two wide steel plates C and C can be constructed as shown in Figure 7(b). A steel wall-like body e formed by connecting a plurality of ribs d
hanging from the adjacent wall. A continuous wall is formed by engaging the locking portions of each other with each other.

〔発明の解決すべき課題〕[Problems to be solved by the invention]

鋼製連続壁工法においては、形成すべき連続壁を予めい
くつかのブロックに分け、各ブロックごとにボックス矢
板aまたは鋼製壁状体eを順次隣接する係止部どうしを
係合することによって各ブロックごとの部分連続壁を構
築し、最後に隣接する各ブロックの部分連続壁どうしを
接続して鋼製連続壁を完成するようにしているが、この
場合ボックス矢板aまたは鋼製壁状体eを建込む際の施
工誤差の、こめ隣接する2つの部分連続壁の各末端の係
止部どうしの間にずれか生して接続することが困難とな
る。
In the steel continuous wall construction method, the continuous wall to be formed is divided into several blocks in advance, and box sheet piles a or steel wall bodies e are sequentially connected to each other in each block by engaging adjacent locking parts. Partial continuous walls are constructed for each block, and finally, the partial continuous walls of adjacent blocks are connected to each other to complete a steel continuous wall. In this case, a box sheet pile a or steel wall-like structure is constructed. Due to construction errors when constructing the wall, a misalignment occurs between the locking portions at each end of two adjacent partially continuous walls, making it difficult to connect.

従来このような鋼製連続壁建込みの際の施工誤差を吸収
し隣接する2つの部分連続壁を円滑に接続するため、第
8図(a)に示すパイプ継手fまたは第8図(b)に示
すラップ継手g等か用いられている。パイプ継手fは横
断面「工」の字形を有し、各突出端部にパイプhか溶接
されている。
Conventionally, in order to absorb construction errors during construction of such continuous steel walls and to smoothly connect two adjacent partial continuous walls, pipe joints f shown in Fig. 8 (a) or pipe joints f shown in Fig. 8 (b) were used. A lap joint g shown in the figure is used. The pipe joint f has a cross-sectional shape, and a pipe h is welded to each projecting end.

これらのパイプhは通常10〜15cmの径を有し、そ
の長手方向のスリットを介して隣接する2つの部分壁の
係止部すを各パイプh内に挿入することにより2つの部
分連続壁を接続する。建込みの際の施工誤差は各パイプ
h内の空間において吸収する。またラップ継手gは2枚
の鋼矢板をリブて相互連結した形状のものであり、図示
のようにその板面に隣接する2つの部分連続壁の各突出
端部を重ね合せることにより2つの部分連続壁を接続す
るものである。
These pipes h usually have a diameter of 10 to 15 cm, and two continuous partial walls can be connected by inserting the locking parts of the two adjacent partial walls into each pipe h through the longitudinal slits. Connecting. Construction errors during erection are absorbed in the space within each pipe h. In addition, the lap joint g has a shape in which two steel sheet piles are ribbed and interconnected, and as shown in the figure, the two parts can be separated by overlapping the respective protruding ends of two partial continuous walls adjacent to the plate surface. It connects continuous walls.

上記従来のパイプ継手fは施工誤差をパイプh内の空間
において吸収するものであるから、吸収される誤差の量
はパイプ径によって限定されるか、パイプの径を大きく
することは施工上支障を来すため限度があり、施工誤差
が大きい場合はこれを吸収てきないという問題かある。
Since the conventional pipe fitting f described above absorbs construction errors in the space inside the pipe h, the amount of errors that can be absorbed is limited by the pipe diameter, or increasing the pipe diameter poses a problem in construction. There is a limit to this, and if there are large construction errors, there is a problem in that they cannot be absorbed.

またパイプにはスリットが形成されているので、止水の
ため連続壁接続後このパイプ内にグラウトを注入するか
外側から板を溶接してスリットを塞ぐ工程が必要となる
。このため、工程数が増え工事費が嵩むという問題があ
る。
Furthermore, since the pipe has a slit formed in it, in order to stop water, it is necessary to fill the slit with grout or weld a plate from the outside after connecting the continuous wall. Therefore, there is a problem that the number of steps increases and the construction cost increases.

また上記従来のラップ継手gはパイプ継手fに比べて大
きな施工誤差を吸収できるが、止水のためパイプを半割
にした部材iを継手gの両突端部と部分連続壁の突端部
とに溶接する工程か必要とされ、このため工程数か増え
工事費か嵩むという問題かある。特に連続壁の高さが数
10メートルにも及ぶ場合は、この溶接作業のため堀さ
くした空間内に連続壁の高さに相当する足場を組まなけ
ればならず、相当の手間とコストかかかることになる。
In addition, the above-mentioned conventional lap joint g can absorb larger construction errors than the pipe joint f, but in order to stop water, a member i made by cutting the pipe in half is used at both ends of the joint g and at the end of the partially continuous wall. A welding process is required, which increases the number of steps and construction costs. In particular, when the height of the continuous wall is several tens of meters, it is necessary to construct scaffolding corresponding to the height of the continuous wall in the excavated space for this welding work, which requires considerable effort and cost. It turns out.

本発明は、上記の従来の施工誤差吸収用継手の問題点を
解決するためになされたものであって、止水のため板材
の溶接等余分な工程を必要とせずに鋼製連続壁建込みの
際の大きな施工誤差を容易に吸収することかできる鋼製
連続壁の施工誤差吸収装置を提供しようとするものであ
る。
The present invention has been made in order to solve the problems of the conventional joints for absorbing construction errors as described above. It is an object of the present invention to provide a construction error absorbing device for a continuous steel wall that can easily absorb large construction errors during construction.

〔課題を解決する手段〕[Means to solve problems]

上記目的を達成する本発明の鋼製連続壁の施工誤差吸収
装置は、隣接する鋼製連続壁の係止部と係合する係止部
を一端部に備える1対の板状部材の他端部の間にゴム・
合成樹脂等からなる可撓止水部材を跨設してなるもので
ある。
A construction error absorbing device for a continuous steel wall according to the present invention that achieves the above object includes a pair of plate-shaped members each having a locking portion at one end that engages with a locking portion of an adjacent continuous steel wall. Rubber between the parts
It is constructed by straddling a flexible water-stopping member made of synthetic resin or the like.

〔作 用〕 接続すべき2つの部分連続壁の各末端の係止部と本発明
の施工誤差吸収装置の係止部を係合させて該装置を吊下
げて建込むことにより、該装置は可撓止水部材の伸縮に
より装置の幅および幅方向に垂直な水平面における偏位
量を調整することができ、これによって2つの部分連続
壁間の施工誤差を容易に吸収することかできる。
[Operation] By engaging the locking portions at each end of the two partial continuous walls to be connected with the locking portions of the construction error absorbing device of the present invention and suspending and erecting the device, the device can be installed. By expanding and contracting the flexible water-stopping member, the width of the device and the amount of deviation in the horizontal plane perpendicular to the width direction can be adjusted, thereby easily absorbing construction errors between the two partially continuous walls.

〔実施例〕〔Example〕

以下添付図面を参照して本発明の実施例について詳細に
説明する。
Embodiments of the present invention will be described in detail below with reference to the accompanying drawings.

第1図および第2図は本発明の施工誤差吸収装置の1実
施例を示すもので、第1図はその一部を切断して示す斜
視図、第2図はその平面図である。
1 and 2 show one embodiment of the construction error absorbing device of the present invention, FIG. 1 is a partially cut away perspective view thereof, and FIG. 2 is a plan view thereof.

施工誤差吸収装置1は「工」の字形横断面を有する1対
の板状部材2.2を備える。板状部材2.2は一方の突
出端部2a、2aに接続すべき部分鋼製連続壁の係止部
と係合する1対の係止部3.3が形成されており、他方
の突出端部2b、2bの一側は内側に所定角度折曲げら
れて折曲部2c、2cが形成されている。この折曲部2
c、20間に跨るようにして内側に弯曲するゴム・合成
樹脂等からなる可撓止水部材4が押え板5.5を介して
折曲部2C,2Cにボルト8により固定されている。突
出端部2b、2bの端部が折曲されていることにより、
可撓止水部材4を止めるボルト8が装置の前面に突出す
ることがなく、したがって施工が容易となる上に、可撓
止水部材4か内方へ弯曲する角度が鈍角となるので、弯
曲する角度が直角な場合に比べて可撓止水部材4の疲労
が防止でき可撓止水部材4の寿命をそれだけ延長するこ
とができる。
The construction error absorbing device 1 includes a pair of plate-like members 2.2 having a cross section in the shape of a square. The plate-shaped member 2.2 has a pair of locking portions 3.3 formed on one of the protruding ends 2a, 2a, which engage with locking portions of a partial steel continuous wall to be connected, and the other protrusion. One side of the end portions 2b, 2b is bent inward at a predetermined angle to form bent portions 2c, 2c. This bent part 2
A flexible water-stopping member 4 made of rubber, synthetic resin, etc. and curved inwardly so as to span between c and 20 is fixed to the bent portions 2C and 2C with bolts 8 via a holding plate 5.5. By bending the ends of the protruding ends 2b, 2b,
The bolts 8 that fasten the flexible water-stopping member 4 do not protrude from the front of the device, making installation easier, and since the angle at which the flexible water-stopping member 4 curves inward is an obtuse angle, it can be easily curved. Compared to the case where the angle is a right angle, fatigue of the flexible water stop member 4 can be prevented and the life of the flexible water stop member 4 can be extended accordingly.

また突出端部2b、2bの他側には、建込み後装置の両
壁面間に形成される空間内にコンクリートを充填する際
コンクリートが外部に流出することを防止するためのコ
ンクリート流出防止布6が押え板7.7を介して突出端
部2b、2bにボルト9により固定されている。この実
施例においては、可撓止水部材4を止水が必要な一側だ
けに設け、止水が必要でない他側は単に内部のコンクリ
ート流出を防止する布6を張設することにより製造コス
トを減少させている。
Further, on the other side of the protruding ends 2b, 2b, a concrete outflow prevention cloth 6 is provided to prevent concrete from flowing out when filling the space formed between both walls of the device after erection. are fixed to the protruding ends 2b, 2b with bolts 9 via a presser plate 7.7. In this embodiment, the flexible water-stopping member 4 is provided only on one side where water-stopping is required, and the other side where water-stopping is not required is simply covered with cloth 6 to prevent internal concrete from flowing out, thereby reducing manufacturing costs. is decreasing.

次にこの施工誤差吸収装置1の施工法について説明する
Next, a construction method of this construction error absorbing device 1 will be explained.

装置1を建込む前に、接続すべき2つの部分接続壁間の
施工誤差を含む装置1の建込み寸法に合せて装置1の幅
および幅方向に垂直な水平面における偏位置を調整し、
この調整した位置において1対の板状部材2.2間を適
宜の着脱自在の留金具(図示せず)により上下2力所以
上−時的に固定する。
Before erecting the device 1, adjust the width of the device 1 and the eccentric position in the horizontal plane perpendicular to the width direction according to the erected dimensions of the device 1, including the construction error between the two partial connection walls to be connected,
At this adjusted position, the pair of plate-shaped members 2.2 are temporarily fixed at two or more upper and lower force points using appropriate detachable fasteners (not shown).

次にこのようにして留金具で建込み寸法に合せて固定し
た装置1を吊上げ、建込み位置に吊下げて各係止部3が
接続されるべき部分連続壁の係止部と係合するようにし
て建込みを開始する。
Next, the device 1 fixed with the fasteners in accordance with the construction dimensions is lifted up and suspended at the construction position, and each locking portion 3 engages with the locking portion of the partial continuous wall to be connected. In this way, construction begins.

装W1の建込みか進行するにつれ、留金具が地中に入る
前に装置1から取外し、建込みを続行することにより装
置1の建込みを完了する。建込み完了後、部分連続壁の
内部空間および装置1の板状部材2.2によって形成さ
れる2つの外壁間の内部空間内に止水と補強のためにコ
ンクリートを充填することにより、隣接する部分壁と一
体的な連続壁が完成する。
As the erection of the installation W1 progresses, the fasteners are removed from the device 1 before they go underground, and the erection of the device 1 is completed by continuing the erection. After construction is completed, the internal space of the partially continuous wall and the internal space between the two external walls formed by the plate member 2.2 of the device 1 are filled with concrete for water stoppage and reinforcement. A continuous wall that is integrated with the partial wall is completed.

第3図は本発明にかかる施工誤差吸収装置の他の実施例
を示す平面図である。この実施例は、装置1の両側に可
撓止水部材4が設けられており、装置の両側において止
水を行う点および突出端部2bに折曲部2cか設けられ
ていない点を除けば第1図および第2図の実施例と同一
である。
FIG. 3 is a plan view showing another embodiment of the construction error absorbing device according to the present invention. This embodiment has the exception that flexible water-stopping members 4 are provided on both sides of the device 1 to stop water on both sides of the device, and that a bent portion 2c is not provided on the protruding end portion 2b. This is the same as the embodiment of FIGS. 1 and 2.

第4図は本発明にかかる施工誤差吸収装置のさらに他の
実施例を示す平面図である。この実施例は「コ」の字形
の横断面を有する1対の板状部祠12.12を背中合せ
に配置し、各板状部材]2の突出端部12a、12aに
接続すべき部分連続壁の係止部と係合する係止部13.
13を設け、板状部材12.12の略中央部間に蛇腹状
の可撓止水部材14を跨設してなるものである。
FIG. 4 is a plan view showing still another embodiment of the construction error absorbing device according to the present invention. In this embodiment, a pair of plate-shaped parts 12 and 12 having a U-shaped cross section are arranged back to back, and a partial continuous wall to be connected to the protruding ends 12a, 12a of each plate-shaped member]2 is used. A locking portion 13 that engages with a locking portion of the locking portion 13.
13 is provided, and a bellows-shaped flexible water stop member 14 is provided straddling the substantially central portions of the plate members 12 and 12.

第5図は本発明にかかる施工誤差吸収装置のさらに他の
実施例を示す平面図である。この実施例は、略直線状の
横断面を有する1対の板状部材22.22の一端部に接
続すべき部分連続壁の係止部と係合する係止部23.2
3を設け、板状部材22.22の他端部間に蛇腹状の可
撓止水部材24を跨設した組立体を部分連続壁の両壁面
に沿って2組配列したものであって、建造後装置1の内
側にコンクリートを充填することによって連続壁と一体
の壁体を構成する。
FIG. 5 is a plan view showing still another embodiment of the construction error absorbing device according to the present invention. In this embodiment, a locking portion 23.2 engages with a locking portion of a partially continuous wall to be connected to one end of a pair of plate-like members 22.22 having a substantially linear cross section.
3, and two sets of assemblies in which a bellows-shaped flexible water stop member 24 is straddled between the other ends of the plate members 22 and 22 are arranged along both wall surfaces of the partially continuous wall, After construction, the inside of the device 1 is filled with concrete to form a continuous wall and a wall body.

〔発明の効果〕〔Effect of the invention〕

以上述べたように、本発明によれば、1対の板状部材の
一端部に隣接する鋼製連続壁の係止部と係合する係止部
を設け、かつその他端部にはゴム・合成樹脂等からなる
可撓止水部材を跨設しであるので、接続すべき2つの部
分連続壁間に大きな施工誤差があってもこれを可撓止水
部材の伸縮により容易に吸収することができる。また従
来の施工誤差吸収用継手のように止水のための板状の溶
接等余分な工程をいっさい必要としないので、これら従
来の継手に比べて工数および施工費を削減することがで
きる。
As described above, according to the present invention, one end of a pair of plate members is provided with a locking portion that engages with a locking portion of an adjacent continuous steel wall, and the other end is provided with a rubber Since a flexible water-stopping member made of synthetic resin or the like is installed across the wall, even if there is a large construction error between two partially continuous walls to be connected, this can be easily absorbed by the expansion and contraction of the flexible water-stopping member. I can do it. Further, unlike conventional joints for absorbing construction errors, there is no need for any extra steps such as plate welding to stop water, so the number of man-hours and construction costs can be reduced compared to these conventional joints.

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

第1図は本発明の施工誤差吸収装置の1実施例例を示す
平面図、第6図はボックス矢板を示す斜視図、第7図は
連続壁の構築方法を模式的に示す平面図、第8図は従来
の施工誤差吸収装置を模式的に示す平面図である。 1・・・施工誤差吸収装置、2.12.22・・・板状
部材、3.13.23・・・係止部、4.14.24・
・・可撓止水部材
FIG. 1 is a plan view showing one embodiment of the construction error absorbing device of the present invention, FIG. 6 is a perspective view showing a box sheet pile, FIG. 7 is a plan view schematically showing a method of constructing a continuous wall, and FIG. FIG. 8 is a plan view schematically showing a conventional construction error absorbing device. 1... Construction error absorption device, 2.12.22... Plate member, 3.13.23... Locking part, 4.14.24.
・Flexible water stop member

Claims (6)

【特許請求の範囲】[Claims] (1)隣接する鋼製連続壁の係止部と係合する係止部を
一端部に備える1対の板状部材の他端部の間にゴム・合
成樹脂等からなる可撓止水部材を跨設してなる鋼製連続
壁の施工誤差吸収装置。
(1) A flexible water stop member made of rubber, synthetic resin, etc., between the other end of a pair of plate-shaped members, each of which has a locking portion at one end that engages with a locking portion of an adjacent continuous steel wall. A construction error absorption device for continuous steel walls built over .
(2)「エ」の字形横断面を有する1対の板状部材の一
方の突出端部にそれぞれ隣接する鋼製連続壁の係止部と
係合する1対の係止部を設け、該1対の板状部材の他方
の突出端部間の少くとも一側にゴム・合成樹脂等からな
る可撓止水部材を跨設してなる鋼製連続壁の施工誤差吸
収装置。
(2) A pair of locking portions each of which engages with a locking portion of an adjacent steel continuous wall is provided at one protruding end of a pair of plate members having an “E”-shaped cross section; A construction error absorbing device for a continuous steel wall comprising a flexible water-stopping member made of rubber, synthetic resin, etc., straddled on at least one side between the other protruding ends of a pair of plate-like members.
(3)該他方の突出端部間の他側にコンクリート流出防
止用布を跨設してなる請求項(2)記載の鋼製連続壁の
施工誤差吸収装置。
(3) The construction error absorbing device for a steel continuous wall according to claim (2), further comprising a concrete outflow prevention cloth straddling the other side between the other protruding ends.
(4)該他方の突出端部の該可撓止水部材を取付ける部
分を内側に所定角度折曲げてなる請求項(1)〜(3)
のいずれかに記載の鋼製連続壁の施工誤差吸収装置。
(4) Claims (1) to (3) wherein a portion of the other protruding end to which the flexible water stopper is attached is bent inward at a predetermined angle.
A construction error absorbing device for a continuous steel wall according to any one of the above.
(5)「コ」の字形横断面を有する1対の板状部材の各
突出端部に隣接する鋼製連続壁の係止部と係合する1対
の係止部を設け、該各板状部材の間にゴム・合成樹脂等
からなる可撓止水部材を跨設してなる鋼製連続壁の施工
誤差吸収装置。
(5) A pair of locking parts that engage with locking parts of the continuous steel wall adjacent to each protruding end of a pair of plate-shaped members having a "U"-shaped cross section are provided, and each plate A construction error absorbing device for a continuous steel wall, which is constructed by installing a flexible water-stopping member made of rubber, synthetic resin, etc. between two shaped members.
(6)該板状部材は略直線状の横断面を有する請求項(
1)記載の鋼製連続壁の施工誤差吸収装置。
(6) Claim (
1) Construction error absorbing device for continuous steel walls as described above.
JP2131517A 1990-05-22 1990-05-22 Steel continuous wall construction error absorber Expired - Lifetime JPH0786227B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2131517A JPH0786227B2 (en) 1990-05-22 1990-05-22 Steel continuous wall construction error absorber

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2131517A JPH0786227B2 (en) 1990-05-22 1990-05-22 Steel continuous wall construction error absorber

Publications (2)

Publication Number Publication Date
JPH0427009A true JPH0427009A (en) 1992-01-30
JPH0786227B2 JPH0786227B2 (en) 1995-09-20

Family

ID=15059901

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2131517A Expired - Lifetime JPH0786227B2 (en) 1990-05-22 1990-05-22 Steel continuous wall construction error absorber

Country Status (1)

Country Link
JP (1) JPH0786227B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007231541A (en) * 2006-02-28 2007-09-13 Hazama Corp Water stop unit and steel underground wall using the same
KR20150106278A (en) * 2014-03-11 2015-09-21 주식회사 대한플랜텍 Floodgate

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60139832U (en) * 1984-02-29 1985-09-17 大成建設株式会社 Flexible joints for water-stop steel sheet piles
JPS644915U (en) * 1987-06-29 1989-01-12

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60139832U (en) * 1984-02-29 1985-09-17 大成建設株式会社 Flexible joints for water-stop steel sheet piles
JPS644915U (en) * 1987-06-29 1989-01-12

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007231541A (en) * 2006-02-28 2007-09-13 Hazama Corp Water stop unit and steel underground wall using the same
KR20150106278A (en) * 2014-03-11 2015-09-21 주식회사 대한플랜텍 Floodgate

Also Published As

Publication number Publication date
JPH0786227B2 (en) 1995-09-20

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