CN217758699U

CN217758699U - Synchronous water injection humidifying equipment for static pressure immersed tube compaction pile

Info

Publication number: CN217758699U
Application number: CN202221487296.0U
Authority: CN
Inventors: 洪东平
Original assignee: Zhejiang Shirun Jianchuang Technology Development Co Ltd
Current assignee: Zhejiang Shirun Jianchuang Technology Development Co Ltd
Priority date: 2022-06-14
Filing date: 2022-06-14
Publication date: 2022-11-08
Anticipated expiration: 2032-06-14

Abstract

The utility model relates to a synchronous water injection humidifying device for a static pressure immersed tube compaction pile, which comprises a pile tube, a water injection sleeve, a plurality of branch pipes, a water injection main pipe and a high pressure water pump, wherein the bottom end of the pile tube is provided with an enlarged pile tip; each branch pipe is communicated with the water injection sleeve so as to humidify the periphery of the pile pipe through the water injection sleeve. The device can be used for synchronously injecting water and humidifying soil bodies around the pile in the immersed tube drawing process, effectively improves the water injection uniformity under the condition of not influencing the overall stability of the structure, and reduces the procedures.

Description

Synchronous water injection humidifying equipment for static pressure immersed tube compaction pile

Technical Field

The utility model relates to a building engineering technology field, concretely relates to synchronous water injection humidification equipment of static pressure immersed tube compaction stake.

Background

Collapsible loess is unsaturated, under-pressure dense soil, which has low compressibility and high strength under natural humidity, but is soaked in water to cause large collapsible deformation under the influence of additional pressure or self-weight pressure. Therefore, the soil must be treated to be used as the foundation of the building. Because the soil body is hard, the pore-forming is extremely difficult, the water content is lower, the maximum dry density is not easy to reach, and the compaction effect on the soil body is not obvious. At present, a pre-soaking method is adopted, water from the surface layer to the deep layer is often soaked unevenly, and the pore-forming compaction effect is poor.

However, the traditional pre-soaking method has large water consumption and long construction period, and generally, the time required for stabilizing the site from pre-soaking to sinking and for the water content of the soil to reach a certain requirement is at least about one year, so that the construction period is prolonged to a great extent, and the construction cost is improved. Can not meet the requirement of short period of return on investment of current massive project construction.

Therefore, a device for synchronously injecting water and humidifying for a static pressure immersed tube compaction pile, which can reduce the working procedures, the construction period and the construction cost, is needed.

SUMMERY OF THE UTILITY MODEL

The utility model aims at providing a synchronous water injection humidifying device for a static pressure immersed tube compaction pile aiming at the problems in the prior art.

In order to realize the purpose of the utility model, the utility model adopts the following technical scheme: the synchronous water injection humidifying equipment for the static pressure immersed tube compaction pile comprises a pile tube, a water injection sleeve, a plurality of branch tubes, a water injection main pipe and a high-pressure water pump, wherein the bottom end of the pile tube is provided with an expanded pile tip; each branch pipe is communicated with the water injection sleeve so as to humidify the periphery of the pile pipe through the water injection sleeve.

The working principle and the beneficial effects are as follows: 1. the synchronous water injection humidifying device for the static pressure immersed tube compaction pile is used as the static pressure immersed tube, so that synchronous water injection can be realized in the process of immersed tube, the construction procedure of humidifying before immersing tube is reduced, and the construction efficiency is improved;

2. by utilizing the high-pressure water pump, the water injection amount can be artificially controlled according to geological conditions and technological requirements, too little water injection and water resource waste can be avoided, and the effect of uniformly humidifying the surface layer and the deep layer of the pile hole is achieved.

Furthermore, each branch pipe is tightly attached to the inner wall of the pile pipe through a plurality of anchoring pieces.

Furthermore, each branch pipe comprises an upper transverse pipe, the end part of the upper transverse pipe is provided with meshing threads, and the water injection main pipe is in threaded connection with the meshing threads.

Furthermore, every anchor assembly compresses tightly the piece including the anchor of hugging closely stake pipe inner wall, and this anchor compresses tightly and is equipped with the preformed hole that supplies the branch pipe to pass on the piece, and the space between branch pipe and the preformed hole is filled and is had water inflation concrete. The branch pipe and the inner wall of the pile pipe are filled and fixed through the anchoring piece and the expansive concrete, so that the influence of vibration on the water injection humidifying element in the pipe sinking process is reduced.

Furthermore, two sides of the anchoring and pressing piece are fixedly connected to the inner wall of the pile pipe through threaded fasteners.

Furthermore, the water injection sleeve comprises an upper expanding disc, a lower expanding disc and a cavity ring which is positioned in the middle and provided with a plurality of water outlet holes, and the outer diameter of the expanding disc is slightly larger than the cavity ring. Can prevent the hole wall from falling soil back to block the water outlet hole on the circular ring of the cavity in the pipe sinking process.

Furthermore, the number of the branch pipes is three, the branch pipes are evenly distributed on the inner wall of the pile pipe, and the lower end of each branch pipe is provided with a hook which penetrates through a pile pipe preformed hole of the pile pipe and is embedded into the cavity ring. Only three preformed holes are formed, and the uniform water injection of soil around the pile is realized in a mode of welding a water injection sleeve on the outer wall, so that the integrity of the immersed tube is guaranteed to the maximum extent.

Furthermore, the hook of the branch pipe and the preformed hole of the pile pipe are filled and bonded through waterproof rubber.

Drawings

Fig. 1 is a schematic structural diagram of the present invention;

FIG. 2 is a schematic view of the internal structure of the pile tube;

FIG. 3 is a schematic view of the installation of the anchor clamps;

FIG. 4 is a schematic structural view of a water injection sleeve;

FIG. 5 is a schematic view of the connection of the water injection main to the branch pipes;

fig. 6 is a schematic view of the connection of the branch pipes.

In the figure, 1, a high-pressure water pump; 2. a water injection main pipe; 3. pile pipes; 4. anchoring the member; 5. a branch pipe; 6. a water injection sleeve; 7. an enlarged pile tip; 31. pile pipe preformed holes are reserved; 41. anchoring the compression member; 42. a threaded fastener; 43. expanding the concrete; 51. engaging the threads; 52. an upper horizontal pipe; 61. a water outlet hole; 62. enlarged disc, 63, cavity ring.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by those skilled in the art all belong to the protection scope of the present invention.

It will be understood by those skilled in the art that in the present disclosure, the terms "longitudinal," "lateral," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like are used in an orientation or positional relationship indicated in the drawings for ease of description and simplicity of description, and do not indicate or imply that the referenced device or element must have a particular orientation, be constructed and operated in a particular orientation, and thus, are not to be considered limiting.

As shown in fig. 1-3, the device for synchronously injecting water and humidifying for the static pressure immersed tube compacted pile comprises a pile tube 3 with an enlarged pile tip 7 at the bottom end, a water injection sleeve 6 welded above the enlarged pile tip 7, a plurality of branch tubes 5 arranged on the inner wall of the pile tube 3, a water injection main pipe 2 communicated with each branch tube 5, and a high-pressure water pump 1 communicated with the water injection main pipe 2, wherein the high-pressure water pump 1 is a common device in the field and can manually control the water consumption.

In this embodiment, in order to accurately control the water consumption, thereby achieving the effect that the water injection amount can be artificially controlled according to geological conditions and technological requirements, the flow valve can be installed on the water injection main pipe 2, and the flow valve can be controlled by external equipment, such as a computer, so as to control the flow.

Specifically, each branch pipe 5 communicates with a water injection sleeve 6 to enable a humidifying operation around the pile tube 3 through the water injection sleeve 6. Wherein, every branch pipe 5 hugs closely on 3 inner walls of stake pipe through a plurality of anchor assembly 4, and in this embodiment, the quantity of branch pipe 5 is three to the equipartition is in 3 inner walls of stake pipe, and every branch pipe 5 lower extreme is equipped with the crotch, and this crotch passes stake pipe preformed hole 31 of stake pipe 3, and imbeds in 6 ground cavity rings 63 of water injection sleeve.

Specifically, the water injection sleeve 6 comprises an upper expanding disc 62, a lower expanding disc 62 and a cavity ring 63 which is positioned in the middle and provided with a plurality of water outlet holes 61, and the outer diameter of the expanding disc 62 is slightly larger than the cavity ring 63. Thus, the water outlet 61 on the cavity ring 63 can be prevented from being blocked by the falling soil on the hole wall in the pipe sinking process.

Preferably, the hook of the branch pipe 5 is bonded with the pile pipe preformed hole 31 through waterproof rubber filling. The branch pipes 5 can be well fixed.

In this embodiment, each branch pipe 5 includes an upper cross pipe 52, the end of the upper cross pipe 52 is provided with a snap screw 51, and the water filling main pipe 2 is screw-coupled with the snap screw 51, so that the branch pipe 5 and the water filling main pipe 2 can be conveniently installed.

Preferably, each anchoring member 4 comprises an anchoring pressing member 41 tightly attached to the inner wall of the pile tube 3, a reserved hole for the branch tube 5 to pass through is formed in the anchoring pressing member 41, a gap between the branch tube 5 and the reserved hole is filled with water-swellable concrete 43, and two sides of the anchoring pressing member 41 are fixedly connected to the inner wall of the pile tube 3 through threaded fasteners 42. The threaded fastener 42 is a screw or a bolt.

The part of the utility model which is not described in detail is the prior art, so the utility model does not detail it.

It is understood that the terms "a" and "an" should be interpreted as meaning that a number of one element or element is one in one embodiment, while a number of other elements is one in another embodiment, and the terms "a" and "an" should not be interpreted as limiting the number.

Although the use of the term in the present text is used more often, the possibility of using other terms is not excluded. These terms are used merely to more conveniently describe and explain the nature of the present invention; they are to be construed as being without limitation to any one of the additional limitations of the present invention.

The present invention is not limited to the above-mentioned preferred embodiments, and any person can obtain other products in various forms without departing from the scope of the present invention, but any change in shape or structure is made, and all the technical solutions identical or similar to the present application fall within the protection scope of the present invention.

Claims

1. The device is characterized by comprising a pile pipe (3) with a large-scale pile tip (7) arranged at the bottom end, a water injection sleeve (6) arranged above the large-scale pile tip (7), a plurality of branch pipes (5) arranged on the inner wall of the pile pipe (3), a water injection main pipe (2) communicated with each branch pipe (5) and a high-pressure water pump (1) communicated with the water injection main pipe (2); each branch pipe (5) is communicated with the water injection sleeve (6) so as to humidify the periphery of the pile pipe (3) through the water injection sleeve (6).

2. The apparatus as claimed in claim 1, wherein each branch pipe (5) is tightly attached to the inner wall of the pile pipe (3) by a plurality of anchors (4).

3. The apparatus as claimed in claim 2, wherein each branch pipe (5) comprises an upper cross pipe (52), the end of the upper cross pipe (52) is provided with a snap-in thread (51), and the water injection main pipe (2) is in threaded engagement with the snap-in thread (51).

4. The apparatus as claimed in claim 2, wherein each anchor (4) comprises an anchor pressing member (41) tightly attached to the inner wall of the pile tube (3), the anchor pressing member (41) is provided with a reserved hole for the branch tube (5) to pass through, and the gap between the branch tube (5) and the reserved hole is filled with water-swellable concrete (43).

5. The apparatus as claimed in claim 4, wherein both sides of the anchoring pressing member (41) are fixed to the inner wall of the pile tube (3) by screw fasteners (42).

6. The apparatus as claimed in claim 1, wherein the sleeve (6) comprises two enlarged discs (62) and a hollow ring (63) with several water outlets (61), the enlarged discs (62) having an outer diameter slightly larger than the hollow ring (63).

7. The device for synchronously injecting water and humidifying for the static pressure immersed tube compaction pile according to claim 6, wherein the number of the branch tubes (5) is three, the branch tubes are uniformly distributed on the inner wall of the pile tube (3), and the lower end of each branch tube (5) is provided with a hook which penetrates through a pile tube preformed hole (31) of the pile tube (3) and is embedded in a cavity ring (63).

8. The synchronous water injection humidifying equipment for the static pressure immersed tube compaction pile is characterized in that a hook of the branch tube (5) is bonded with the pile tube preformed hole (31) through waterproof rubber filling.