SELF-SINKING-TYPE DEEP FOUNDATION PIT RETAINING WALL STRUCTURE AND CONSTRUCTION METHOD FOR UNDERGROUND SPACE STRUCTURE

Abstract

A self-sinking-type deep foundation pit retaining wall structure, comprising a cylindrical retaining wall body (1); a ground breaking structure (2) is formed at the bottom of the cylindrical retaining wall body (1), and the cylindrical retaining wall body (1) is suitable for achieving downward ground breaking and sinking by means of the cooperation of the ground breaking structure (2) and the gravity of the cylindrical retaining wall body; and a water pipe (20) running through the cylindrical retaining wall body is cast in the cylindrical retaining wall body (1), and the water pipe (20) is provided with a water outlet (80) located at the lower end face of the cylindrical retaining wall body (1) and a water inlet (81) located at the upper end face of the cylindrical retaining wall body (1). The self-sinking-type deep foundation pit retaining wall structure further comprises resistance increasing devices (4) provided on an outer side wall (3) of the cylindrical retaining wall body (1), and the resistance increasing devices (4) are used for cooperating with a foundation (5), so as to adjust upward resistance applied by the foundation (5) to the cylindrical retaining wall body (1). In addition, further provided is a construction method for an underground space.

Claims

1. A self-sinking-type deep foundation pit retaining wall structure, comprising: a cylindrical retaining wall body, wherein the cylindrical retaining wall body comprises a first cylinder body and a second cylinder body which are cast together vertically; a ground breaking structure is formed at a bottom of the first cylinder body, the ground breaking structure is a cutting edge structure which has a bevelled edge on an inner side and a cross section being greater on an upper side and smaller on a lower side; the ground breaking structure has a protruding structure protruding outwards with respect to an outer side wall of the cylindrical retaining wall body, the protruding structure has a circumferential diameter greater than that of other parts of the cylindrical retaining wall body, and an outer side face of the protruding structure is vertically disposed or formed; the cylindrical retaining wall body is adapted to achieve downward breaking of the ground and sinking by means of cooperation of the ground breaking structure with a gravity of the cylindrical retaining wall body itself; a longitudinal water pipe running through the cylindrical retaining wall body is vertically cast inside the cylindrical retaining wall body, with a water outlet located on the bevelled edge of the ground breaking structure and a water inlet communicated with the first water outlet and located on an upper end face of the cylindrical retaining wall body, a water outlet direction of the water outlet is vertically downward or downward along the bevelled edge; the self-sinking-type deep foundation pit retaining wall structure further comprises: a plurality of resistance increasing devices, distributed symmetrically in a circumferential direction, disposed on the outer side wall of the cylindrical retaining wall body, the resistance increasing device is adapted to cooperate with a foundation to adjust upward resistance by the foundation to the cylindrical retaining wall body; the resistance increasing device comprising a mounting structure disposed on the outer side wall of the cylindrical retaining wall body, a resistance increasing component, and an adjusting mechanism respectively connected to the mounting structure and the resistance increasing component, for adjusting a relative position of the resistance increasing component and the mounting structure, so as to adjust the upward resistance applied by the foundation, through the resistance increasing component, to the cylindrical retaining wall body; the position of the resistance increasing component in a vertical direction is lower than that of the mounting structure, or the resistance increasing component is disposed at the same level as the mounting structure; and the self-sinking-type deep foundation pit retaining wall structure further comprises: a lateral water pipe cast in the cylindrical retaining wall body and communicated with the outside at the outer side wall of the cylindrical retaining wall body, the lateral water pipe is communicated with the longitudinal water pipe.

2. The self-sinking-type deep foundation pit retaining wall structure according to claim 1, further comprising a grouting pipe cast inside the cylindrical retaining wall body and communicating the upper end face with an outer side wall of the cylindrical retaining wall body.

3. The self-sinking-type deep foundation pit retaining wall structure according to claim 2, wherein the grouting pipe is a crossed grouting pipe, wherein the crossed grouting pipe has a transverse pipe portion transversely penetrating through an inner side wall and the outer side wall of the cylindrical retaining wall body, and a vertical pipe portion vertically extending inside the cylindrical retaining wall body.

4. The self-sinking-type deep foundation pit retaining wall structure according to claim 3, wherein the adjusting mechanism is an oil cylinder mechanism or a threaded screwing mechanism, one end of the oil cylinder mechanism or the threaded screwing mechanism is detachably connected to the mounting structure, and the other end of the oil cylinder mechanism or the threaded screwing mechanism is connected to the resistance increasing component.

5. The self-sinking-type deep foundation pit retaining wall structure according to claim 4, wherein a reference marker is disposed on an outer side face of the cylindrical retaining wall body for detecting a sinking speed of the cylindrical retaining wall body.

6. The self-sinking-type deep foundation pit retaining wall structure according to claim 5, wherein the resistance increasing component is a jacking plate.

7. A construction method for an underground space, comprising the following steps: a. performing shallow foundation treatment; and b. mounting a first mould body; wherein the method further comprises: c. mounting reinforcing steel bars and a first longitudinal water pipe in the first mould body, and pouring concrete in the first mould body to cast a first cylinder body; disposing or forming a ground breaking structure at a bottom of the first cylinder body; wherein the ground breaking structure is a cutting edge structure which has a bevelled edge on an inner side and a cross section greater on an upper side and smaller on a lower side, the ground breaking structure has a protruding structure protruding outwards with respect to an outer side wall of the cylindrical retaining wall body, the circumferential diameter of the protruding structure is greater than that of other parts of the cylindrical retaining wall body, and an outer side face of the protruding structure is vertically disposed or formed; and disposing a plurality of resistance increasing devices distributed symmetrically in a circumferential direction on an outer side wall of the first cylinder body, wherein the resistance increasing device comprises a mounting structure disposed on the outer side wall of the cylindrical retaining wall body, a resistance increasing component, and an adjusting mechanism respectively connected to the mounting structure and the resistance increasing component, for adjusting a relative position of the resistance increasing component and the mounting structure, so as to adjust the upward resistance applied by the foundation, through the resistance increasing component, to the cylindrical retaining wall body; the position of the resistance increasing component in a vertical direction is lower than that of the mounting structure, or the resistance increasing component is disposed at the same level as the mounting structure; the first longitudinal water pipe has a first water outlet located on the bevelled edge of the ground breaking structure and a first water inlet communicated with the first water outlet and located on an upper end face of the first cylinder body, and a water outlet direction of the first water outlet is vertically downward or downward along the bevelled edge; the resistance increasing device is adapted to cooperate with the foundation to adjust the upward resistance by the foundation to the cylindrical retaining wall body; d. excavating and conveying soil outwardly from the inside of the first cylinder body and along an inner side wall of the first cylinder body, so as to cause the first cylinder body to achieve downward breaking of the ground by means of cooperation of the ground breaking structure with a gravity of the first cylinder body; e. detecting a sinking speed of the first cylinder body, and if the current sinking speed of the first cylinder body is lower than a predetermined sinking speed, performing high-pressure water injection into the first cylinder body through the first water inlet of the first longitudinal water pipe, so that a high-pressure water flow ejected out of the first water outlet scours soil located at a lower end of the first cylinder body into the first cylinder body, thereby promoting sinking of the first cylinder body under an action of the gravity thereof; if the current sinking speed of the first cylinder body is greater than the predetermined sinking speed, adjusting the resistance increasing device to increase the upward resistance by the foundation to the first cylinder body, so as to lower the sinking speed of the first cylinder body; f. after the first cylinder body sinks to a predetermined depth, mounting a second mould body above the first cylinder body, mounting reinforcing steel bars and a second longitudinal water pipe in the second mould body, communicating the second longitudinal water pipe with the first longitudinal water pipe, and pouring concrete in the second mould body to cast a second cylinder body, wherein the second longitudinal water pipe has a second water inlet located on an upper end face of the second cylinder body; and g. excavating and conveying soil outwardly from the inside of the first cylinder body and the second cylinder body and along inner side walls of the first cylinder body and the second cylinder body, and performing high-pressure water injection inwardly through the second water inlet of the second longitudinal water pipe, so as to cause a high-pressure water flow ejected out of the first water outlet to scour a soil located at the lower end of the first cylinder body into the first cylinder body, thereby promoting sinking of the first cylinder body and the second cylinder body to the predetermined depth under the action of the gravity thereof; wherein in the above-mentioned step c and/or step e, a lateral water pipes is further mounted, wherein the lateral water pipe is communicated with the outside at the outer side wall of the cylindrical retaining wall body and is communicated with the second water inlet.

8. The construction method for an underground space according to claim 7, further comprising casting a base plate at a foundation base when sinking to the predetermined depth, and pressing a concrete slurry into the foundation base through the first longitudinal water pipe and the second longitudinal water pipe according to the requirements of the strength or buoyancy resistance of the base plate, or additionally disposing pile bodies or anchor rods on the base plate to reinforce the buoyancy resistance of the foundation base.

9. The construction method for an underground space according to claim 8, further comprising a step of casting a grouting pipe in the cylindrical retaining wall body in the above step c, to communicate the upper end face and an outer side face of the cylindrical retaining wall body.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

[0032] To describe the technical solutions in specific embodiments of the present disclosure or the prior art more clearly, the accompanying drawings required for describing the specific embodiments or the prior art will be briefly introduced. Apparently, the accompanying drawings in the following description show only some embodiments of the present disclosure, and a person of ordinary skill in the art may still acquire other accompanying drawings from the accompanying drawings without creative efforts.

[0033] FIG. 1 is a schematic view of one embodiment of a self-sinking-type deep foundation pit retaining wall structure of the present disclosure;

[0034] FIG. 2 is an enlarged view of position A of FIG. 1;

[0035] FIG. 3 is an enlarged view of position B of FIG. 1; and

[0036] FIG. 4 is a top view of the self-sinking-type deep foundation pit retaining wall structure of FIG. 1.

LIST OF REFERENCE NUMERALS

[0037] Cylindrical retaining wall body; 2—Ground breaking structure; 3—Outer side wall; 4—Resistance increasing device; 5—Foundation; 6—Mounting structure; 7—Resistance increasing component; 8—Adjusting mechanism; 11—First cylinder body; 12—Second cylinder body; 20—Longitudinal water pipe; 30—Lateral water pipe, 80—water outlet; 81—Water inlet; 30—Lateral water pipe, 101—protruding structure.

DETAILED DESCRIPTION OF EMBODIMENTS

[0038] The technical solutions of the present disclosure will be clearly and completely described below with reference to the accompanying drawings. Apparently, the described embodiments are merely some rather than all of the embodiments of the present disclosure. All other embodiments obtained by a person of ordinary skill in the art based on the embodiments in the present disclosure without creative efforts shall fall within the protection scope of the present disclosure.

[0039] Furthermore, the technical features involved in different implementation modes of the present disclosure described below can be combined with each other as long as they do not conflict with each other.

Embodiment 1

[0040] As shown in FIG. 1 to FIG. 4, the present embodiment provides a self-sinking-type deep foundation pit retaining wall structure, including a cylindrical retaining wall body 1, wherein the cylindrical retaining wall body includes a first cylinder body 11 and a second cylinder body 12 which are cast together vertically; a ground breaking structure 2 is formed at the bottom of the cylindrical retaining wall body 1, the ground breaking structure 2 is a cutting edge structure which has a bevelled edge on the inner side and a cross section being greater on an upper side and smaller on a lower side, wherein the ground breaking structure 2 has a protruding structure 101 protruding outwards with respect to an outer side wall of the cylindrical retaining wall body, the circumferential diameter of the protruding structure is greater than the circumferential diameter of other parts of the cylindrical retaining wall body, and an outer side face of the protruding structure is vertically disposed or formed; the cylindrical retaining wall body is 1 adapted to achieve downward breaking of the ground and sinking by means of cooperation of the ground breaking structure 2 with the gravity of the cylindrical retaining wall body itself; a longitudinal water pipe 20 running through the cylindrical retaining wall body 1 is vertically cast inside the cylindrical retaining wall body 1, the longitudinal water pipe 20 has a water outlet 80 located on the bevelled edge of the ground breaking structure and a water inlet 81 located on an upper end face of the cylindrical retaining wall body 1, wherein the water outlet direction of the water outlet 80 is vertically downward, or as an alternative embodiment, the water outlet 80 may also be downward along the bevelled edge (not shown herein); the self-sinking-type deep foundation pit retaining wall structure of the present embodiment further includes: a plurality of resistance increasing devices 4, distributed symmetrically in a circumferential direction, disposed on the outer side wall 3 of the cylindrical retaining wall body 1, the resistance increasing device 4 is adapted to cooperate with a foundation 5 to adjust upward resistance by the foundation 5 to the cylindrical retaining wall body 1; the resistance increasing device 4 including a mounting structure 6 disposed on the outer side wall 3 of the cylindrical retaining wall body 1, a resistance increasing component 7, and an adjusting mechanism 8 respectively connected to the mounting structure 6 and the resistance increasing component 7, for adjusting the relative position of the resistance increasing component 7 and the mounting structure 6, so as to adjust the upward resistance applied by the foundation 5, through the resistance increasing component 7, to the cylindrical retaining wall body 1; wherein the position of the resistance increasing component 7 in a vertical direction is lower than the position of the mounting structure 6, however, as another alternative embodiment, the resistance increasing component can also be disposed at the same level as the mounting structure; the self-sinking-type deep foundation pit retaining wall structure further includes: a lateral water pipes 30 cast inside the cylindrical retaining wall body 1 and communicated with the outside at the outer side wall 3 of the cylindrical retaining wall body 1, the lateral water pipe 30 is communicated with the longitudinal water pipe 20.

[0041] As a preferred embodiment, a grouting pipe is further cast in the cylindrical retaining wall body and communicates the upper end face with an outer side face of the cylindrical retaining wall body.

[0042] The grouting pipe is preferably a crossed grouting pipe, wherein the crossed grouting pipe has a transverse pipe portion transversely penetrating through an inner side face and the outer side wall of the cylindrical retaining wall body, and a vertical pipe portion vertically extending inside the cylindrical retaining wall body.

[0043] The adjusting mechanism may be an oil cylinder mechanism or a threaded screwing mechanism, one end of the oil cylinder mechanism or the threaded screwing mechanism being detachably connected to the mounting structure, and the other end of the oil cylinder mechanism or the threaded screwing mechanism being connected to the resistance increasing component.

[0044] A reference marker (not shown herein) is disposed on an outer side face of the cylindrical retaining wall body for detecting a sinking speed of the cylindrical retaining wall body.

[0045] The resistance increasing component is preferably a jacking plate.

Embodiment 2

[0046] The present embodiment discloses a construction method for an underground space, including the following steps:

[0047] a. performing shallow foundation treatment;

[0048] b. mounting a first mould body;

[0049] wherein the method further includes:

[0050] c. mounting reinforcing steel bars and a first longitudinal water pipe in the first mould body, and pouring concrete in the first mould body to cast a first cylinder body; disposing or forming a ground breaking structure at a bottom of the first cylinder body; wherein, the ground breaking structure is a cutting edge structure which has a bevelled edge on the inner side and a cross section being greater on the upper side and smaller on the lower side, wherein the ground breaking structure has a protruding structure protruding outwards with respect to an outer side wall of the first cylinder body, the circumferential diameter of the protruding structure being greater than the circumferential diameter of other parts of the first cylinder body, and an outer side face of the protruding structure is vertically disposed or formed; and disposing a plurality of resistance increasing devices distributed symmetrically in a circumferential direction on the outer side wall of the first cylinder body, wherein the resistance increasing device includes a mounting structure disposed on the outer side wall of the first cylinder body, a resistance increasing component, and an adjusting mechanism respectively connected to the mounting structure and the resistance increasing component, for adjusting the relative position of the resistance increasing component and the mounting structure, so as to adjust the upward resistance applied by the foundation, through the resistance increasing component, to the first cylinder body; wherein the position of the resistance increasing component in a vertical direction is lower than the position of the mounting structure, or the resistance increasing component is disposed at the same level as the mounting structure; and the first longitudinal water pipe has a first water outlet located on the bevelled edge of the ground breaking structure and a first water inlet located on an upper end face of the first cylinder body, and the water outlet direction of the first water outlet is vertically downward or downward along the bevelled edge; the resistance increasing device is adapted to cooperate with the foundation to adjust the upward resistance by the foundation to the first cylinder body;

[0051] d. excavating and conveying soil outwardly from the inside of the first cylinder body and along an inner side wall of the first cylinder body, so as to cause the first cylinder body to achieve downward breaking of the ground by means of cooperation of the ground breaking structure with the gravity of the first cylinder body;

[0052] e. detecting a sinking speed of the first cylinder body, and if the current sinking speed of the first cylinder body is lower than a predetermined sinking speed, performing high-pressure water injection into the first cylinder body through the first water inlet of the first longitudinal water pipe, so as to cause a high-pressure water flow ejected out of the first water outlet to scour soil located at a lower end of the first cylinder body into the first cylinder body, thereby promoting sinking of the first cylinder body under an action of the gravity thereof; if the current sinking speed of the first cylinder body is greater than the predetermined sinking speed, adjusting the resistance increasing device to increase the upward resistance by the foundation to the first cylinder body, so as to lower the sinking speed of the first cylinder body;

[0053] f. after the first cylinder body sinks to a predetermined depth, mounting a second mould body above the first cylinder body, mounting reinforcing steel bars and a second longitudinal water pipe in the second mould body, communicating the second longitudinal water pipe with the first longitudinal water pipe, and pouring concrete in the second mould body to cast a second cylinder body, wherein the second longitudinal water pipe has a second water inlet located on an upper end face of the second cylinder body; and

[0054] g. excavating and conveying soil outwardly from the inside of the first cylinder body and the second cylinder body and along inner side walls of the first cylinder body and the second cylinder body, and performing high-pressure water injection inwardly through the second water inlet of the second longitudinal water pipe, so as to cause a high-pressure water flow ejected out of the first water outlet to scour the soil located at the lower end of the first cylinder body into the first cylinder body, thereby promoting sinking of the first cylinder body and the second cylinder body to the predetermined depth under the action of the gravity thereof; wherein in the above-mentioned step c and/or step e, a lateral water pipes is further mounted, wherein the lateral water pipe is communicated with the outside at the outer side wall of the first cylinder body and is communicated with the second water inlet.

[0055] As a preferred embodiment, the method further comprises casting a base plate at a foundation base when sinking to the predetermined depth, and pressing a concrete slurry into the foundation base through the first longitudinal water pipe and the second longitudinal water pipe according to the requirements of the strength or buoyancy resistance of the base plate, or additionally disposing pile bodies or anchor rods on the base plate to reinforce the buoyancy resistance of the foundation base.

[0056] The method further comprises a step of casting a grouting pipe in the first cylinder body in the above step c, to communicate the upper end face and an outer side face of the first cylinder body.

[0057] Obviously, the above-mentioned embodiments are only examples for clearly illustrating the present disclosure, rather than limiting the implementation modes. For those of ordinary skill in the art, changes or modifications in other different forms can also be made on the basis of the above description. It is not needed and it is impossible to list all implementation modes here. The obvious changes or modifications derived therefrom are still within the scope of protection of the present disclosure.