JPS58110713A - Coupler of steel plate cell - Google Patents

Coupler of steel plate cell

Info

Publication number
JPS58110713A
JPS58110713A JP20722081A JP20722081A JPS58110713A JP S58110713 A JPS58110713 A JP S58110713A JP 20722081 A JP20722081 A JP 20722081A JP 20722081 A JP20722081 A JP 20722081A JP S58110713 A JPS58110713 A JP S58110713A
Authority
JP
Japan
Prior art keywords
cell
steel
joint
coupler
metal
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.)
Pending
Application number
JP20722081A
Other languages
Japanese (ja)
Inventor
Kazuhiko Nagata
永田 員彦
Takeshi Segawa
剛 瀬川
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.)
Mitsubishi Heavy Industries Ltd
Original Assignee
Mitsubishi Heavy Industries Ltd
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 Mitsubishi Heavy Industries Ltd filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP20722081A priority Critical patent/JPS58110713A/en
Publication of JPS58110713A publication Critical patent/JPS58110713A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/02Sheet piles or sheet pile bulkheads
    • E02D5/03Prefabricated parts, e.g. composite sheet piles
    • E02D5/04Prefabricated parts, e.g. composite sheet piles made of steel
    • E02D5/08Locking forms; Edge joints; Pile crossings; Branch pieces

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Composite Materials (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Revetment (AREA)

Abstract

PURPOSE:To obtain a strong coupler for steel plate cells by a method in which a pair of L-shaped coupler metals are welded to the periphery of a steel cell and the coupler metal of arc steel plate is thrust through the coupler metals welded with a reinforcing steel strip between the outside of the tip of each L-shaped coupler metal and the peripheral side of the steel cell. CONSTITUTION:A pair of L-shaped coupler metals 12 are projectionally provided to the periphery of a steel cell 1 in such a way as to extend its straight piece 12b along the diametral direction of the steel cell 1, and a rubber seal 13 is laminated on the inner surface of a hook-like bent piece 12a. Then, a reinforcing steel strip 14 is welded between the outside of the tip of each L-shaped coupler metal 12 and the steel cell 1, and an insert metal 17 is provided on both edges of an arc steel plate 16. The huge steel cell 1 is penetrated into the seabed by a vibro-pile driver, etc., soil and sand are charged into the cell, and while piercing the coupler metal at side end of the arc steel plate 16 into the coupler metal 12 on the periphery of the steel cell 1, the cell 1 is penetrated into the seabed and soil and sand are packed into it. Thus, a dam is constructed.

Description

【発明の詳細な説明】 e両工事用セル堤体の施工に当つ【は、溶接鋼板製の巨
大なセル鋼殻(11を振動杭打機等によってmay圧大
したのち、セル内に中詰土砂(2)を投入して自立せし
め1次いでアーク鋼板(:3)の四端部に配設された継
手金M (B1 ’rセルw4殻il+の外周面に設け
られた継手金J4四に妖押して陶底までアーク鋼板(3
)を吊下ろし、振動杭打機寺・Kよって地中に圧大して
土砂12逓光積し、以下io1 &の工8を反覆して前
記セル鋼殻(1)ど了−りI’ll!板i31とρ−一
体に結合された堤体をm架するものである。(第1図及
び第218!!J−煕) 而して剖配従米の鋼板セルの継手は第6図乃至第5図に
示す如く、セル鋼殻t l l l/、)外周向に一双
のL型μ手金物(4)(41、またはJ字状−手金物t
51(5)を突設して駐手金J4 (AJ ’r慣欣し
、アー り鋼板(3ンの内−に形成されたT型帖千金具
(Bl)円筒状−→・金具(B2)を前記帖手金J4(
鞠の把手用9間に歓神して構成され【いる。
[Detailed description of the invention] In the construction of the cell embankment body for both construction works, a huge cell steel shell (11) made of welded steel plates may be compressed using a vibrating pile driver, etc., and then placed inside the cell. Filling earth and sand (2) is put in to make it stand on its own. 1) Joints M provided at the four ends of the arc steel plate (:3) Push the arc steel plate to the pottery bottom (3
) is suspended, and the vibrating pile driver is used to press the pile into the ground, causing a 12-diffusion accumulation of earth and sand, and repeating steps 1 and 8 below to complete the cell steel shell (1). This is a structure in which m embankment bodies are integrally connected to the plate i31. (Fig. 1 and 218!! J-H) Therefore, as shown in Fig. 6 to Fig. 5, the joints of the steel plate cells of the autopsy are connected to the cell steel shell t l l l /,) in one pair in the outer circumferential direction. L-shaped μ-hand hardware (4) (41, or J-shaped - hand hardware t
51 (5) is protruded from the parking plate J4 (AJ'r customary), and the T-shaped metal fitting (Bl) formed in the arched steel plate (3 mm) is cylindrical - → metal fitting (B2 ) to the said chotekin J4 (
It is composed of 9 spaces for the handle of the ball and a kanshin.

而して前1Ir2従米の動子においては、アーク銅板(
31に中詰土、砂が投入されると、内部の土圧によって
、継手金具(A)(Blを離隔せしめる方向の力Fが発
生し、これに対してセル鋼殻(1)の継手金具(A)は
第6図及び第7図に不1°よ5に&杉を任起し易く、j
lIII強な継手を形成し離い欠点がある。
Therefore, the arc copper plate (
When filler soil and sand are poured into 31, internal earth pressure generates a force F in the direction of separating the joint fittings (A) (Bl), and in response, the joint fittings of the cell steel shell (1) (A) is easy to place & cedar in Figures 6 and 7,
III It forms a strong joint but has the disadvantage of separation.

このような欠点を除去するために、従来第8図に不すよ
5にセル鋼殻(1)の継手金物(4)の外周に所定間隔
毎に補強リプ(6)を配設したものが提案されているが
、セル鋼殻(IIK局部的に集中応力が働き、同セルー
殻(1)側に補強当板(7)等の補強措置が必要となる
。またF!tl紀リプ(6)の存在によって、セル鋼殻
(11の土中貰大抵抗が増大し、施工か困離になる。
In order to eliminate such defects, as shown in Fig. 8, reinforcing lips (6) are arranged at predetermined intervals around the outer periphery of the joint hardware (4) of the cell steel shell (1). Although it has been proposed, since concentrated stress acts locally on the cell steel shell (IIK), reinforcing measures such as a reinforcing plate (7) on the cell steel shell (1) side are required. ) The presence of the cell steel shell (11) increases the large resistance in the soil, making construction difficult.

本発明はこのような欠講を除去するために提案されたも
ので、セル鋼殻の外周にその直径方向にrI)って延ひ
る一双の継手金具を突設し、少くとも一方の継手金員の
先端に同金具のセル外殻に連接する部分より強度、剛性
の大きい鉤状部を設けるとともに、前記も継手金具の外
側面と前記セル鋼殻゛の外周向との間に亘って、同セル
w4叡の母線方向6c巨って連続して延びる補強帯mヶ
固層してなるセルmeの継手と、アーク鋼板の両端縁に
、11」jLセル−沢の継手金具間に形成された継手用
空間に臥層される′MAM神入金物を配設してなるアー
ク鋼板結手とよりなることt特徴とする鋼板セルの継手
に係るものである。
The present invention has been proposed in order to eliminate such missed lectures, and involves protruding a pair of fittings extending in the diametrical direction from the outer periphery of the cell steel shell. A hook-shaped portion having greater strength and rigidity than the portion of the fitting connected to the cell outer shell is provided at the tip of the fitting, and the hook also extends between the outer surface of the fitting and the outer circumferential direction of the cell steel shell, Formed between the joint of the cell me, which is formed by a solid layer of reinforcing bands m extending continuously in the generatrix direction 6c of the same cell w4, and the joint fittings of the cell 11"jL and the joint fittings of the cell 11" on both ends of the arc steel plate. The present invention relates to a steel plate cell joint characterized in that it consists of an arc steel plate joint formed by disposing a MAM metal alloy lying in a space for the joint.

本発明に1,1いては前記したように、セルwA飲の外
周にその直φ力同に酎って延びる一双の継手金員を突設
し、少くとも一方の継手金具の先端に同金具のセル外殻
に連接する部分より強度、剛性の大きい伽ρノ状部が叙
けられているので、セル鋼殻の継手と、同継子における
一双の継手金具間に嵌着されたアーク鋼板のTA会+1
縁の◆製挿入金物との間に1両者を引#−を力が作用し
たとぎ、前記トノ部によってこの力に強力に抵抗すると
ともに、前記各継手金員の外側面とセルー叡外周面との
間に亘って固層された。同セル:J4叡の母線方向に亘
って連続して延びる補強帯−によって各欄の作用力に対
する前記継手金員の変形が防止さil、剛強な継手が構
成さ扛る1゜ また前i己袖qsu伶銅はセル鋼殻の母一方向に亘って
連続して配設されているので、セル鋼殻に対して反力が
広(分布し、1ム」セル9II/I4蚊の変形が均等化
されるため、セル鋼鉄ゲ補強する必要がなくなるか、若
しくはセル*への補強歯板の寸法ケ小さくできるのみな
らず、土中にm炊セルを買入する場合における貫入抵抗
を最小限に抑止しうるものである等、本発明は多くの利
点を有するものである。
In accordance with 1 and 1 of the present invention, as described above, a pair of joint metal fittings are protruded from the outer periphery of the cell wA cup and extend along the same straight φ force, and the same metal fitting is provided at the tip of at least one of the joint metal fittings. The arc steel plate fitted between the joint of the cell steel shell and the pair of joint fittings in the same joint is TA meeting +1
When a force is applied between the ◆ and the ◆ insert metal fittings on the edge, this force is strongly resisted by the tongue portion, and the outer surface of each of the joint metal members and the outer circumferential surface of the metal It was solidified over a period of time. The same cell: The reinforcing band that extends continuously in the direction of the generatrix of J4 prevents the joint members from deforming due to the acting force of each column, creating a strong joint. Since the copper sleeves are arranged continuously in one direction of the cell steel shell, the reaction force against the cell steel shell is wide (distributed, and the deformation of cell 9II/I4 mosquitoes is 1 mm). Since it is equalized, there is no need to reinforce the cell steel, or the dimensions of the reinforcing tooth plate for the cell* can be made smaller, and the penetration resistance when purchasing m-cooked cells in the soil can be minimized. The present invention has many advantages, such as being able to suppress

以下本発明を図示の実施例について説明する。The present invention will be described below with reference to the illustrated embodiments.

第9図乃至第11図は本発明の第1の実施例を示し、セ
ル鋼殻aυの外周面には先端折曲部片(12α)が肉厚
の鉤状部に形成された一双のL型継手金具03Gaを、
その直線部片(12b)がセル鋼殻の直径方向に沿って
延びるように浴接し、前記鉤状折曲部片(12α)の内
側面にシールゴムQ3に階層し、更に前記%L型謎手金
具a3の先端部外側面とセル鋼殻αυとの間に同セル鋼
蚊の母線方向に延びる補強帯鋼Iが浴庸され、同補強帯
鋼Q4と前記り型継手金具u7Jとによって構成された
セル鋼殻αυの継手の下端面が閉塞片uSによって閉塞
され、セル鋼eaυの頁人時に継手に土砂が浸入しない
ようになっている。
9 to 11 show a first embodiment of the present invention, in which a pair of L's are formed on the outer circumferential surface of the cell steel shell aυ with a bent end piece (12α) formed into a thick hook-shaped part. Type joint fittings 03Ga,
The straight part (12b) is in contact with the cell steel shell so as to extend along the diameter direction, and the seal rubber Q3 is layered on the inner surface of the hook-shaped bent part (12α), and the %L-shaped mysterious hand A reinforcing steel strip I extending in the direction of the generatrix of the cell steel shell is placed between the outer surface of the tip of the metal fitting a3 and the cell steel shell αυ, and is composed of the reinforcing steel strip Q4 and the above-mentioned drilled joint fitting u7J. The lower end surface of the joint of the cell steel shell αυ is closed by a closing piece uS to prevent earth and sand from entering the joint when the cell steel shell eaυ is inserted.

0引1アーク鋼板で、その先端に鋼管製の挿入金物aL
が装智され、同挿入金物αDの下端は閉合された金部0
8に形成され、外周面には洗滌水、グラウトの噴出孔1
IIJが穿設されている。また前記挿入金物Q71の上
端には7ランジ(2)が配設され、同フランジ四に洗滌
水、グラウト供給管3υの端部フランジのが着脱される
ようになっている。
A 0 pull 1 arc steel plate with a steel pipe insert fitting aL at its tip.
is inserted, and the lower end of the inserted metal fitting αD is the closed metal part 0.
8, and the outer peripheral surface has cleaning water and grout injection holes 1.
IIJ is drilled. Further, seven flange (2) is provided at the upper end of the insertion fitting Q71, and the end flange of the cleaning water and grout supply pipe 3υ is attached to and detached from the flange (4).

而して前記セル−殻αυを海底に貫入せしめたのち、そ
の継手における一双のL型継手金具a’aa’a間に形
成されたi手用空間にアーク−&(ltilの挿入金物
071を挿入し、同アーク鋼&u6を真人するとともに
、挿入金物Qjlに筒圧水を供給して噴出孔a埠より噴
射し、祇手内に漬人した土砂を同結手の上面より排除し
、洗滌完了後はグラウ)4供給して水蜜で剛強な継手を
構成する。なおこの際前記挿入金VQ71はL型継十金
具Q邊に装漸されたシールゴム(12α)に密増し、粘
子部注入グラウトのtM1洩を防止するものである。
After penetrating the cell shell αυ into the seabed, an arc-&(ltil insertion fitting 071 is inserted into the i-hand space formed between the pair of L-shaped fittings a'aa'a in the joint. Insert the same arc steel & u6, and at the same time supply cylindrical pressure water to the inserted metal fittings Qjl and inject it from the jet hole a, remove the earth and sand soaked in the pipe from the upper surface of the joint and wash it. After completion, supply 4 Glau) to form a strong joint with water honey. At this time, the insertion metal VQ71 increases the density of the seal rubber (12α) installed on the side of the L-shaped joint fitting Q, and prevents leakage of tM1 of the grout injected into the sticky part.

第12図は本発明の他の実施列を示し、継手部に作用す
る力が強大で、 Fgil配実施列におけるL型継手金
具04だけでは強度、−」性が不足する場合。
FIG. 12 shows another embodiment of the present invention, where the force acting on the joint is so strong that the L-shaped joint fitting 04 in the Fgil arrangement is insufficient in strength and properties.

同り型継牛金X04の直4i1!部片(12A)  と
先端折曲部片(12α)との間に亘って輛預帝−片(至
)を溶着して補強且つ補剛したものである。なお図中前
記実施例と均等部分には同一符号が附されている。
Direct 4i1 of the same type Tsugigyukin X04! A piece (1) is welded between the piece (12A) and the bent end piece (12α) to reinforce and stiffen it. In the drawings, parts equivalent to those of the above embodiment are given the same reference numerals.

第13図は本発明の更に他の実施例を示し、アーク鋼板
αe端部の挿入金物αnが上下両端面の閉合された三角
柱その他の多角柱に形成されている。
FIG. 13 shows still another embodiment of the present invention, in which the insertion metal fitting αn at the end of the arc steel plate αe is formed into a triangular prism or other polygonal prism with both upper and lower end faces closed.

図中り4は上1M!蓋板である。その地図中前記実施例
と均等部分には同一符号が附されている。
4 in the diagram is 1M above! It is a cover plate. In the map, parts equivalent to those in the above embodiment are given the same reference numerals.

第14図及び第15図は本発明の更に他の実施例を示し
、セル鋼殻Iにはその直径方向に延びるLWM手金具(
2)及び直線状の継手金具@を突設し。
FIGS. 14 and 15 show still another embodiment of the present invention, in which the cell steel shell I has an LWM hand fitting (
2) and protruding straight joint fittings @.

L型駐手金具(2)の直線部片と先端折曲部片との間に
袖彊帝−(1)を溶着し、前記各継手金具(2)(2)
の外圃面とセル鋼殻Oυとの間に、同セル鋼殻αυの長
手方向に延びる補強帯鋼Iを溶着し、アーク鋼板Oeの
先端部には前記内継手金物(ハ)(2)間に形成された
継手用空間に嵌入する三角柱状の挿入金物6υを溶層し
たもので、構造が簡単でしかも剛性の高い継手を構成し
うるものである。
Weld the sodekitei (1) between the straight part and the bent end part of the L-shaped parking fitting (2), and attach each of the above-mentioned joint fittings (2) (2).
A reinforcing steel strip I extending in the longitudinal direction of the cell steel shell αυ is welded between the outer field surface of the cell steel shell Oυ and the cell steel shell αυ, and the inner joint hardware (c) (2) is attached to the tip of the arc steel plate Oe. A triangular prism-shaped insertion metal fitting 6υ that fits into the joint space formed between the joints is laminated, making it possible to construct a joint with a simple structure and high rigidity.

以上本発明を実施例について説明したが1本発明は勿縞
このような実施例にだけ局限されるものではなく、不発
明の精神を逸脱しない範囲内で種々の股引の改変な施し
うるものである。
Although the present invention has been described above with reference to embodiments, the present invention is of course not limited to these embodiments, and can be modified in various ways without departing from the spirit of non-invention. be.

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

第1図はセル堤体の平面図、#!2図はその斜面図、第
6図乃至第5図は大々従来の鋼板セルの継手の横継半面
図、第6図及び第7図は大々従来の銅板セルの一手部に
外力が作用した場合の状態を示す横断平面図、第8図は
従来のセル鋼殻の継手の他の例を示す斜面図、第9図は
本発明に係る鋼板セルの継手の一実施例を示す横断平面
図、第10図及び第11凶は大々前記実施例におけるセ
ル鋼殻の継手Mに了−り鋼板の継手を示す斜面図、第1
2図はセル9j!4飲の継手の他の実施例を示す斜面図
、第131図はアークIN&の継手の他の実施例を示す
斜面図、第14図及びw115図は夫々本発明に係る鋼
板セルの継手の他の実施ψIJY示す斜面図並に横断平
面図である。 αυ・・・・・・セル鋼殻、 112+・・・・・・L
IM駐手金興、I・・・・・・補強帯−,uti+・・
・・・・アーク@板、u7)・・・・・・挿入金物。 ■・・・・・・惰強帝鋼、e〜・・・・・・L型敵手金
共、(2)・・・・・・継手金具、(1)・・・・・・
袖独佑鯖。いυ・・・・・・神入金物復代理人 弁理士
 岡本嶽文外2名 第1図 第3図    第4図   第5図 第6図 第9図 第11図 第12図        第13図
Figure 1 is a plan view of the cell embankment body, #! Figure 2 is a perspective view of the same, Figures 6 and 5 are half-view views of the horizontal joint of a conventional steel plate cell, and Figures 6 and 7 are diagrams showing how an external force is applied to one arm of a conventional copper plate cell. FIG. 8 is a cross-sectional plan view showing another example of a conventional cell steel shell joint, and FIG. 9 is a cross-sectional plane view showing an example of a steel plate cell joint according to the present invention. Figures 10 and 11 are perspective views showing the steel plate joint M in the cell steel shell in the above embodiment;
Figure 2 is cell 9j! FIG. 131 is a perspective view showing another example of the 4-way joint, FIG. 131 is a perspective view showing another example of the arc IN & joint, and FIGS. 14 and 115 are views of the steel plate cell joint according to the present invention. It is a slope view and a cross-sectional plan view showing the implementation ψIJY. αυ・・・・・・Cell steel shell, 112+・・・・・・L
IM Parked Kinko, I... Reinforcement belt-, uti+...
...Arc@board, u7) ...Insert hardware. ■・・・Daiko Teikou, e~・・・L-type enemy metal, (2)・・・Joint fittings, (1)・・・・・・
Sodoku Yusaba. Iυ...Representative for divine deposit Patent attorney Takeshi Okamoto (2 persons) Figure 1 Figure 3 Figure 4 Figure 5 Figure 6 Figure 9 Figure 11 Figure 12 Figure 13

Claims (1)

【特許請求の範囲】[Claims] セル鋼殻の外周にその直径方向に石って延びる一双の継
手金具を突設し、少くとも一方の継手金具の先端に同金
具のセル外殼に連接する部分より強度、剛性の大きい鉤
状部を設けるとともに、前記各継手金具の外稠面と前記
セル鋼殻の外周面との間に巨って、同セル鋼殻の母線方
向に亘って連続して延びる袖強帝鋼を■層してなるセル
鋼殻の継手と、了−り鋼板の両端縁に、前記セル鋼殻の
継手金具間に形成された継手用空間に嵌着される鋼製挿
入金物な配設してなる了−り銅板継手とよりなることを
%黴とする鋼板セルの結手。
A pair of joint metal fittings are protruded from the outer periphery of the cell steel shell and extend in the diametrical direction, and at least one of the joint metal fittings has a hook-shaped portion at its tip that has greater strength and rigidity than the part of the metal fitting that connects to the cell outer shell. At the same time, between the outer periphery of each of the joint fittings and the outer circumferential surface of the cell steel shell, there is provided a large layer of sleeve steel that extends continuously in the generatrix direction of the cell steel shell. A joint made of a cell steel shell, and a steel insert fitting fitted into a joint space formed between the joint fittings of the cell steel shell, on both ends of a steel plate. Copper plate joints and steel plate cell joints with % mold.
JP20722081A 1981-12-23 1981-12-23 Coupler of steel plate cell Pending JPS58110713A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20722081A JPS58110713A (en) 1981-12-23 1981-12-23 Coupler of steel plate cell

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20722081A JPS58110713A (en) 1981-12-23 1981-12-23 Coupler of steel plate cell

Publications (1)

Publication Number Publication Date
JPS58110713A true JPS58110713A (en) 1983-07-01

Family

ID=16536227

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20722081A Pending JPS58110713A (en) 1981-12-23 1981-12-23 Coupler of steel plate cell

Country Status (1)

Country Link
JP (1) JPS58110713A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS602992A (en) * 1983-06-20 1985-01-09 ヤマハ株式会社 Automatic performance for electronic musical instrument
US5800096A (en) * 1995-04-27 1998-09-01 Barrow; Jeffrey Subsurface barrier wall and method of installation
US7935406B2 (en) 2007-05-03 2011-05-03 Pilepro, Llc Arrangement of multiple sheet pile components and welding profile therefor
US7980789B2 (en) * 2008-02-25 2011-07-19 Pilepro, Llc Combination wall with tube pile connectors
US11499284B2 (en) * 2020-05-30 2022-11-15 Zhengzhou University Trough plate for constructing locked polymer anti-seepage wall and construction method of locked polymer anti-seepage wall

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS602992A (en) * 1983-06-20 1985-01-09 ヤマハ株式会社 Automatic performance for electronic musical instrument
JPH0436394B2 (en) * 1983-06-20 1992-06-16 Yamaha Corp
US5800096A (en) * 1995-04-27 1998-09-01 Barrow; Jeffrey Subsurface barrier wall and method of installation
US7935406B2 (en) 2007-05-03 2011-05-03 Pilepro, Llc Arrangement of multiple sheet pile components and welding profile therefor
US8088469B2 (en) 2007-05-03 2012-01-03 Pilepro, Llc Arrangement of multiple sheet pile components and welding profile therefor
US8323765B2 (en) 2007-05-03 2012-12-04 Pilepro, Llc Arrangement of multiple sheet pile components and welding profile therefor
US7980789B2 (en) * 2008-02-25 2011-07-19 Pilepro, Llc Combination wall with tube pile connectors
US11499284B2 (en) * 2020-05-30 2022-11-15 Zhengzhou University Trough plate for constructing locked polymer anti-seepage wall and construction method of locked polymer anti-seepage wall

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