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

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 N.sup.th trough plate and then pressing the N.sup.th trough plate into ground, wherein N is a natural number larger than and equal to 1; engaging an (N+1).sup.th trough plate with the N.sup.th trough plate, and then pressing the (N+1).sup.th trough plate into the ground; connecting a grouting pipe of the N.sup.th trough plate with a grouting machine, pulling out the N.sup.th trough plate, and simultaneously grouting through the grouting pipe of the N.sup.th 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.

Claims

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.

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 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.

4. The trough plate according to claim 2, 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.

5. 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.

6. 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.

7. 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.sup.th trough plate and then pressing the N.sup.th trough plate into ground, wherein N is a natural number larger than and equal to 1; (B) engaging an (N+1).sup.th trough plate with the N.sup.th trough plate, and then pressing the (N+1).sup.th trough plate into the ground; (C) connecting a grouting pipe of the N.sup.th trough plate with a grouting machine, pulling out the N.sup.th trough plate, and simultaneously grouting through the grouting pipe of the N.sup.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.

8. The construction method according to claim 7, wherein the N.sup.th trough plate and the (N+1).sup.th trough plate are pressed into the ground by a pile driver installed with a vibratory hammer.

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

10. 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 rough plate, and then pressing the second tough plate into the ground; (C) connecting a grouting pipe of the first tough plate with a grouting machine, pulling out the first tough plate, and simultaneously grouting through the grouting pipe of the first tough plate by the grouting machine, wherein during grouting, an original anti-blocking head and an original sealing plug of the first tough plate automatically fall off; (D) replacing an original grouting pipe of the first tough 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 tough plate; (E) engaging the first tough plate with the second rough plate, and then pressing the first tough plate into the ground; (F) connecting a grouting pipe of the second rough 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 tough plate automatically fall off; (G) replacing an original grouting pipe of the second tough 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 tough plate; and (H) repeating the steps (B) to (G) till the locked polymer anti-seepage wall is completed.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

[0036] In order to clarify the technical solutions of the present invention more clearly, the drawings of the present invention are briefly introduced as below. It should be understood that the drawings are used only to show some embodiments of the present invention, not the limitation of the present invention.

[0037] FIG. 1 is a top view of a trough plate for constructing a locked polymer anti-seepage wall according to a preferred embodiment of the present invention.

[0038] FIG. 2 is a front view of the trough plate for constructing the locked polymer anti-seepage wall according to the above preferred embodiment of the present invention.

[0039] FIG. 3 is an exploded view of the trough plate for constructing the locked polymer anti-seepage wall according to the preferred embodiment of the present invention.

[0040] FIG. 4 is an assembly drawing of the trough plate for constructing the locked polymer anti-seepage wall according to the preferred embodiment of the present invention.

[0041] FIG. 5 shows multiple trough plates for constructing the locked polymer anti-seepage wall are engaged with each other.

[0042] FIG. 6 shows that the trough plates are pressed into ground.

[0043] FIG. 7 shows that the trough plates are pulled out from the ground.

[0044] FIG. 8 is a front view of the locked polymer anti-seepage wall according to the preferred embodiment of the present invention.

[0045] FIG. 9 is a top view of the locked polymer anti-seepage wall according to the preferred embodiment of the present invention.

[0046] In the drawings, 100: plate body; 101: support plate; 102: first locking lug; 103: second locking lug; 200: guide tube; 300: grouting pipe; 301: sealing plug; 400: anti-blocking head; 401: stopper; 402: counterbore; 403: avoidance notch; 500: pile driver; 600: locked polymer anti-seepage wall.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT

[0047] The embodiments of the present invention will be described clearly and completely in combination with the accompanying drawings as follows. Unless otherwise defined, the technical or scientific terminologies used in the present invention shall be understood by those skilled in the art.

[0048] It should be noted that when an element is “connected”, “coupled” or “communicated” with another element, it means that the element is directly connected, coupled or communicated with the another element; also, the element is able to be connected, coupled or communicated with the another element through one or more intermediate elements.

[0049] It should be noted that the use of “one” and other quantifiers does not necessarily mean a quantitative restriction. “Include”, “comprise” and other similar words mean that the element or item appearing before these words encompasses elements or items listed after these words, and does not exclude other elements or items.

[0050] It should be noted that terminologies indicating the orientation or positional relationship such as “upper”, “lower”, “left” and “right” are only used to indicate the relative positional relationship, which is intended to facilitate the description of the present invention, and not that the device or element must have a specific orientation, be constructed and operated in a specific orientation. When the absolute position of the described object changes, the relative position relationship may also change accordingly.

[0051] Referring to FIGS. 1 to 5, a trough plate for constructing a locked polymer anti-seepage wall according to a preferred embodiment of the present invention is illustrated, which comprises a plate body 100, a guide tube 200, a grouting pipe 300 and an anti-blocking head 400, wherein the plate body 100 comprises a support plate 101, a first locking lug 102 and a second locking lug 103 both of which are located at two sides of the support plate 101, respectively; the guide tube 200 is arranged along a longitudinal direction of the plate body 100; the grouting pipe 300 is coaxially provided within the guide tube 200; two sealing plugs 301 are provided at two ends of the grouting pipe 300 for filling gaps between the grouting pipe 300 and the guide tube 200, respectively; the anti-blocking head 400 is sleeved to a lower portion of the guide tube 200.

[0052] Preferably, a lower end of the anti-blocking head 400 is cone-shaped, a counterbore 402 is provided in a middle portion of the anti-blocking head 400 for allowing the anti-blocking head 400 to be sleeved to the guide tube 200, an avoidance notch 403 is provided on the plate body 100 for matching with the anti-blocking head 400, two stoppers 401 are respectively provided at two sides of the guide tube 200 for fixing the anti-blocking head 400.

[0053] The two sealing plugs 301, having a cone-shaped structure and made from rigid plastics, are matched with both the grouting pipe 300 and the guide tube 200.

[0054] Also, the present invention discloses a construction method of a locked polymer anti-seepage wall, which adopts multiple foregoing trough plates to construct the locked polymer anti-seepage wall. The construction method comprises the steps of:

[0055] (A) positioning an N.sup.th trough plate and then pressing the N.sup.th trough plate into ground, wherein N is a natural number larger than and equal to 1;

[0056] (B) engaging an (N+1).sup.th trough plate with the N.sup.th trough plate, and then pressing the (N+1).sup.th trough plate into the ground;

[0057] (C) connecting a grouting pipe of the N.sup.th trough plate with a grouting machine, pulling out the N.sup.th trough plate, and simultaneously grouting through the grouting pipe of the N.sup.th trough plate by the grouting machine; and

[0058] (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.

[0059] Further, the N.sup.th trough plate and the (N+1).sup.th trough plate are pressed into the ground by a pile driver installed with a vibratory hammer.

[0060] Further, in the step (C), after pulling out the N.sup.th trough plate for 10 to 50 cm, grouting through the grouting pipe of the N.sup.th trough plate by the grouting machine, and simultaneously slowly pulling out the N.sup.th trough plate by high-frequency vibration.

[0061] Also, the present invention provides another construction method of the locked polymer anti-seepage wall, which is similar to the construction method mentioned above. The construction method comprises the steps of:

[0062] (A) positioning a first trough plate and then pressing the first trough plate into ground;

[0063] (B) engaging a second trough plate with the first rough plate, and then pressing the second tough plate into the ground;

[0064] (C) connecting a grouting pipe of the first tough plate with a grouting machine, pulling out the first tough plate, and simultaneously grouting through the grouting pipe of the first tough plate by the grouting machine, wherein during grouting, an original anti-blocking head and an original sealing plug of the first tough plate automatically fall off;

[0065] (D) replacing an original grouting pipe of the first tough 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 tough plate;

[0066] (E) engaging the first tough plate with the second rough plate, and then pressing the first tough plate into the ground;

[0067] (F) connecting a grouting pipe of the second rough 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 tough plate automatically fall off;

[0068] (G) replacing an original grouting pipe of the second tough 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 tough plate; and

[0069] (H) repeating the steps (B) to (G) till the locked polymer anti-seepage wall is completed.

[0070] Related components are further described with the specific construction method as follows.

[0071] (1) The specific structure of the trough plate:

[0072] Referring to FIGS. 1 and 2, a hollow steel tube with a diameter of 5 cm as a guide tube, is directly welded to a back of a plate body, a grouting pipe with a diameter of 8 mm is provided within the guide tube.

[0073] The rigid plastics are provided at two ends of the grouting pipe for filling gaps between the grouting pipe and the guide tube, respectively, so as to avoid blocking the grouting pipe and the guide tube which is caused by slurry flowing back to the gaps during grouting.

[0074] In order to prevent the soil from entering the grouting pipe in the process of pressing, an anti-blocking head having a cone-shaped hollow structure, is installed at the bottom of the guide pipe. The anti-blocking head is indirectly adhered with the plate body and the grouting pipe. An incision with a width as same as a diameter of the anti-blocking head is formed on the plate body. Two iron blocks or two iron rings are respectively welded at two sides of the guide tube for forming two stoppers for fixing the anti-blocking head. The plate body is a steel board, the guide tube is a steel tube. When the trough plate is pressed into the ground, the anti-blocking head is tightly connected with the guide tube under an action of reaction force for preventing the soil from entering and blocking the grouting pipe. During the process of lifting the trough plate, the anti-blocking head automatically falls, so that the slurry is smoothly injected into the slots for forming the polymer anti-seepage wall.

[0075] (2) Press-in or pull-out equipment:

[0076] According to the preferred embodiment of the present invention, the trough plate is clamped by a pile driver installed with a vibratory hammer, and then a bottom portion of the trough plate is pressed into the ground by high-frequency vibration.

[0077] (3) Construction method of the locked polymer anti-seepage wall:

[0078] After the first assembled trough plate is pressed into the ground, the second trough plate is engaged with the first trough plate by locking lugs, and then in the same way, the second trough plate and the third trough plate are successively pressed into the ground.

[0079] The grouting pipe of the first trough plate is connected with the grouting machine, and then the first trough plate is slowly pulled out by the pile driver. When the first trough plate is pulled out for 30 cm, the grouting machine is turning on to start grouting. At this time, while grouting, the first trough plate is slowly pulled out by high-frequency vibration, referring to FIG. 7.

[0080] After completing pulling out the first trough plate, the second trough plate is pulled out in a same way.

[0081] And then the original grouting pipe of the first trough plate is replaced by a new grouting pipe shown in FIGS. 1 and 2, and then the first trough plate with the new grouting pipe is engaged with the third trough plate, and then the first trough plate is pressed into the ground.

[0082] The above steps are repeated till the locked polymer anti-seepage wall is completed, FIGS. 8 and 9 show the complete locked polymer anti-seepage wall.

[0083] The exemplary embodiments of the present invention have been described in detail above. However, those skilled in the art should understand that, these embodiments are merely examples and are not limit the protective scope, application and construction of the present invention in any way. The protective scope of the present invention is limited by the attached claims and equivalents thereof. Many changes to the foregoing embodiments are able to be made by those skilled in the art under the teaching of the present invention, and these changes fall within the protective scope of the present invention.