Trough plate for constructing locked polymer anti-seepage wall and construction method of locked polymer anti-seepage wall

Patent metadata

Field	Value
Publication number	US-11499284-B2
Application number	US-202117334701-A
Country	US
Kind code	B2
Filing date	May 29, 2021
Priority date	May 30, 2020
Publication date	Nov 15, 2022
Grant date	Nov 15, 2022

Abstract

A trough plate for constructing a locked polymer anti-seepage wall includes a plate body, a guide tube, a grouting pipe and an anti-blocking head. A construction method of the locked polymer anti-seepage wall includes the steps of positioning an Nth trough plate and then pressing the Nth trough plate into ground, wherein N is a natural number larger than and equal to 1; engaging an (N+1)th trough plate with the Nth trough plate, and then pressing the (N+1)th trough plate into the ground; connecting a grouting pipe of the Nth trough plate with a grouting machine, pulling out the Nth trough plate, and simultaneously grouting through the grouting pipe of the Nth trough plate by the grouting machine; and repeating the steps (B) and (C) till the locked polymer anti-seepage wall is completed, wherein the steps (B) and (C) are repeated every time, N is automatically increased by 1.

First claim

What is claimed is:

1. A trough plate for constructing a locked polymer anti-seepage wall, the trough plate comprising:
a plate body;
a guide tube which is arranged along a longitudinal direction of the plate body;
a grouting pipe is coaxially provided within the guide tube, wherein two sealing plugs are provided at two ends of the grouting pipe for filling gaps between the grouting pipe and the guide tube, respectively; and
an anti-blocking head which is sleeved to a lower portion of the guide tube,
wherein an avoidance notch is provided on the plate body for matching with the anti-blocking head, two stoppers are respectively provided at two sides of the guide tube for fixing the anti-blocking head.

2. The trough plate according to claim 1 , wherein a lower end of the anti-blocking head is cone-shaped, a counterbore is provided in a middle portion of the anti-blocking head for allowing the anti-blocking head to be sleeved to the guide tube.

3. The trough plate according to claim 1 , wherein the two sealing plugs, having a cone-shaped structure and made from rigid plastics, are matched with both the grouting pipe and the guide tube.

4. The trough plate according to claim 1 , wherein the plate body comprises a support plate, a first locking lug and a second locking lug both of which are located at two sides of the support plate, respectively.

5. A construction method of the locked polymer anti-seepage wall according to claim 1 , wherein the construction method comprises the steps of:
(A) positioning an N th trough plate and then pressing the N th trough plate into ground, wherein N is a natural number larger than and equal to 1;
(B) engaging an (N+1) th trough plate with the N th trough plate, and then pressing the (N+1) th trough plate into the ground;
(C) connecting a grouting pipe of the N th trough plate with a grouting machine, pulling out the N th trough plate, and simultaneously grouting through the grouting pipe of the N th trough plate by the grouting machine; and
(D) repeating the steps (B) and (C) till the locked polymer anti-seepage wall is completed, wherein the steps (B) and (C) are repeated every time, N is automatically increased by 1.

6. The construction method according to claim 5 , wherein the N th trough plate and the (N+1) th trough plate are pressed into the ground by a pile driver installed with a vibratory hammer.

7. The construction method according to claim 5 , wherein in the step (C), after pulling out the N th trough plate for 10 to 50 cm, grouting through the grouting pipe of the N th trough plate by the grouting machine, and simultaneously slowly pulling out the N th trough plate by high-frequency vibration.

8. A construction method of the locked polymer anti-seepage wall according to claim 1 , wherein the construction method comprises the steps of:
(A) positioning a first trough plate and then pressing the first trough plate into ground;
(B) engaging a second trough plate with the first trough plate, and then pressing the second trough plate into the ground;
(C) connecting a grouting pipe of the first trough plate with a grouting machine, pulling out the first trough plate, and simultaneously grouting through the grouting pipe of the first trough plate by the grouting machine, wherein during grouting, an original anti-blocking head and an original sealing plug of the first trough plate automatically fall off;
(D) replacing an original grouting pipe of the first trough plate with a new grouting pipe, and installing a new anti-blocking head and a new sealing plug to a plate body of the first trough plate;
(E) engaging the first trough plate with the second trough plate, and then pressing the first trough plate into the ground;
(F) connecting a grouting pipe of the second trough plate with the grouting machine, pulling out the second trough plate, and simultaneously grouting through the grouting pipe of the second trough plate by the grouting machine, wherein during grouting, an original anti-blocking head and an original sealing plug of the second trough plate automatically fall off;
(G) replacing an original grouting pipe of the second trough plate with a new grouting pipe, and installing a new anti-blocking head and a new sealing plug to a plate body of the second trough plate; and
(H) repeating the steps (B) to (G) till the locked polymer anti-seepage wall is completed.

Assignees

• Univ Zhengzhou
• Henan Institute Of Sun Yat Sen Univ

Inventors

• Wang Fuming
• Guo Chengchao
• Wang Chaojie
• Shi Mingsheng
• Zhao Peng
• Pan Yanhui
• Zhao Xianfeng
• Xue Binghan
• Hao Yanjie
• Zhang Xijun
• Xia Yangyang
• Wang Yingli

Classifications

• E02D19/12

  by damming or interrupting the passage of underground water · CPC title

• E02B3/16

  Sealings or joints ({E02B3/12 takes precedence; sealings for specific structural foundation elements, see the relevant groups for those elements; sealings for barrage or lock gates E02B7/54}; joints for foundation structures E02D29/16; sealing joints not restricted to hydraulic engineering work E04B1/68) · CPC title

• E02D2300/0018

  Cement used as binder · CPC title

• E02D2300/0006

  Plastics · CPC title

• E02D31/02 Primary

  against ground humidity or ground water {(E02D31/06 takes precedence; arrangements other than according to E02D31/04; against hydraulic pressure of groundwater E02D31/10)} · CPC title