CN112252327A - Sand cleaning system and method for side pressure slurry tank of steel pipe pile - Google Patents

Sand cleaning system and method for side pressure slurry tank of steel pipe pile Download PDF

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Publication number
CN112252327A
CN112252327A CN202011192395.1A CN202011192395A CN112252327A CN 112252327 A CN112252327 A CN 112252327A CN 202011192395 A CN202011192395 A CN 202011192395A CN 112252327 A CN112252327 A CN 112252327A
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China
Prior art keywords
pipe
sand
steel pipe
air
sand cleaning
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Pending
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CN202011192395.1A
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Chinese (zh)
Inventor
陈太雷
熊仕坤
王佑力
潘洁
刘浩
蔡志坚
潘军
余本俊
刘建华
陈初远
王飞
冯晓强
谢秋峰
毛强伟
李进禹
张兴臣
刘轩铭
宁涛
李帅举
王雍筌
李旭东
李栋
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China Railway Major Bridge Engineering Group Co Ltd MBEC
4th Engineering Co Ltd of MBEC
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China Railway Major Bridge Engineering Group Co Ltd MBEC
4th Engineering Co Ltd of MBEC
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Application filed by China Railway Major Bridge Engineering Group Co Ltd MBEC, 4th Engineering Co Ltd of MBEC filed Critical China Railway Major Bridge Engineering Group Co Ltd MBEC
Priority to CN202011192395.1A priority Critical patent/CN112252327A/en
Publication of CN112252327A publication Critical patent/CN112252327A/en
Pending legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D13/00Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
    • E02D13/08Removing obstacles
    • 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
    • E02D5/22Piles
    • E02D5/62Compacting the soil at the footing or in or along a casing by forcing cement or like material through tubes

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (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)
  • Cleaning In General (AREA)

Abstract

The application relates to a sand removal system and method for a side grouting groove of a steel pipe pile, relating to the technical field of bridge engineering and comprising a height-connecting steel pipe and a sand removal pipe assembly, wherein the bottom end of the height-connecting steel pipe is communicated with the top end of the pile side grouting groove, and a pipeline is arranged on the side wall of the height-connecting steel pipe and communicated with an external water source; the sand cleaning pipe assembly is arranged in the heightening steel pipe and comprises water jetting pipes which are arranged in parallel and used for injecting high-pressure water, an air pipe used for conveying high-pressure air and a sand suction pipe used for discharging sand-containing sewage, and one end of the air pipe is communicated with the middle of the sand suction pipe. The sand removing system and the sand removing method can efficiently complete sand removing work of the lateral pressure slurry tank of the steel pipe pile.

Description

Sand cleaning system and method for side pressure slurry tank of steel pipe pile
Technical Field
The application relates to the technical field of bridge engineering, in particular to a sand removal system and method for a lateral pressure slurry tank of a steel pipe pile.
Background
At present, for some bridge steel pipe pile foundations with special geology, in order to solve the problem of insufficient bearing capacity of a steel pipe pile, a pile side grouting groove needs to be arranged on the outer side of the steel pipe pile, and the bearing capacity of the steel pipe pile is improved through pile side grouting. As shown in figure 1, because the pile side grouting holes are arranged on the steel pipe pile side grouting groove, sand around the pile inevitably enters the pile side grouting groove through the grouting holes during the insertion and driving of the steel pipe pile, and the sand seriously influences the pile side grouting work, the sand in the pile side grouting groove needs to be removed before the pile side grouting.
For narrow and long pile side slurry pressing grooves with small opening area and deep depth (for example, the opening area is only 90 cm)2And the depth reaches 100m), the traditional air-lift reverse circulation sand cleaning method commonly used in the construction industry has the following defects: firstly, the operation in such a narrow space is impossible; secondly, the traditional gas lift reverse circulation sand cleaning equipment is limited by the hoisting height and the storage space and must be assembled in multiple sections, the sections are fixed by flanges, the flanges need to be repeatedly assembled and disassembled in the using process, and the sand cleaning efficiency is low.
Disclosure of Invention
The embodiment of the application provides a sand cleaning system and method for a side pressure slurry tank of a steel pipe pile, which can efficiently complete sand cleaning work of the side pressure slurry tank of the steel pipe pile.
In a first aspect, the application provides a sand removal system and method for a lateral slurry pressing groove of a steel pipe pile, comprising:
the bottom end of the heightening steel pipe is communicated with the top end of the pile side mud jacking groove, and the side wall of the heightening steel pipe is provided with a pipeline communicated with an external water source;
and the sand cleaning pipe assembly is arranged in the high steel pipe and comprises water jetting pipes which are arranged side by side and used for injecting high-pressure water, an air pipe used for conveying high-pressure air and a sand suction pipe used for discharging sand-containing sewage, and the bottom end of the air pipe is communicated with the middle part of the sand suction pipe.
In some embodiments, the sand suction pipe, the water jetting pipe and the air pipe are divided into a hose part and a steel pipe part, and the hose parts of the sand suction pipe, the water jetting pipe and the air pipe are independent from each other and are bound together through an outer hose; the sand suction pipe, the water jet pipe and the steel pipe part of the air pipe are respectively arranged at the lower parts of the hose parts, and the steel pipe part of the air pipe is communicated with the middle part of the steel pipe part of the sand suction pipe.
In some embodiments, the bottom end opening of the steel pipe part of the sand suction pipe is provided with a sand control filter tip, and the sand control filter tip is provided with a plurality of filtering holes.
In some embodiments, the sand cleaning system further comprises a sand cleaning platform, a simple bracket and a rope winder are arranged above the sand cleaning platform, and the simple bracket is vertically arranged on the sand cleaning platform; the top of the simple support is provided with a fixed pulley, and a steel wire rope of the rope winder is connected with and lifted up and down through the fixed pulley.
In some embodiments, a plurality of arc-shaped guide ribs are circumferentially arranged on the steel pipe portion of the sand suction pipe, one end of the steel wire rope is connected with the rope winder, and the other end of the steel wire rope is connected and fixed on the guide ribs.
In some embodiments, the water injection pipe is connected to a grouting machine towards one end outside the high-steel pipe, the air pipe is sequentially connected to an air storage tank and an air compressor towards one end outside the high-steel pipe, and the grouting machine, the air storage tank and the air compressor are all arranged on the sand removal platform.
In a second aspect, the application discloses a sand removing method of a sand removing system based on the steel pipe pile side pressure slurry tank, which comprises the following steps:
the bottom end of the high-rise steel pipe is connected with the top end of the pile side mud jacking groove, and the side wall of the high-rise steel pipe is communicated with an external water source through a pipeline;
inserting the sand cleaning pipe assembly into the high steel pipe;
the water jetting pipe injects high-pressure water for a period of time to the height-connected steel pipe to stir the deposited sandstone;
the air pipe conveys high-pressure air into the height-connecting steel pipe, and the high-pressure air is discharged from the outlet end of the sand suction pipe; the water level in the steel pipe is unchanged; and negative pressure is generated in the sand suction pipe and sand-water mixture is sucked and discharged.
In some embodiments, the sand suction pipe, the water jetting pipe and the air pipe are divided into a hose part and a steel pipe part, and the hose parts of the sand suction pipe, the water jetting pipe and the air pipe are independent from each other and are bound together through an outer hose; the sand suction pipe, the water injection pipe and the steel pipe part of the air pipe are respectively arranged at the lower parts of the hose parts, and the steel pipe part of the air pipe is communicated with the middle part of the steel pipe part of the sand suction pipe;
when the sand cleaning pipe assembly is inserted into the high steel pipe, the bottom opening of the sand suction pipe is lowered to a position two meters away from the sand surface in the pile side pressure slurry tank;
and injecting high-pressure water for 15 seconds into the height-connected steel pipe by using a water injection pipe, and starting to convey high-pressure air by using the air pipe.
In some embodiments, the sand cleaning system further comprises a sand cleaning platform, a simple support and a rope winder are arranged above the sand cleaning platform, a fixed pulley is arranged at the top of the simple support, and a steel wire rope of the rope winder is connected with the sand cleaning pipe assembly through the fixed pulley and lifts the sand cleaning pipe assembly; a plurality of arc-shaped guide ribs are circumferentially arranged on the steel pipe part of the sand suction pipe, one end of the steel wire rope is connected with the rope winder, and the other end of the steel wire rope is connected and fixed on the guide ribs;
and after the sand removing system starts to work, the rope winder starts to slowly lower the sand removing pipe assembly, so that the bottom opening of the sand suction pipe starts to be lowered at a speed of 15cm/min from two meters away from the sand surface of the pile side mud jacking tank until the sand suction pipe discharges clear water, and the sand removing work is finished.
In some embodiments, one end of the water injection pipe, which is positioned outside the high-steel pipe, is connected with a pulp press, and one end of the air pipe, which is positioned outside the high-steel pipe, is sequentially connected with an air storage tank and an air compressor;
when the water injection pipe is needed to inject high-pressure water to the high-pressure steel pipe, starting a grouting machine; and when the air pipe is required to convey high-pressure air into the height-connecting steel pipe, the air compressor is started.
The beneficial effect that technical scheme that this application provided brought includes:
the embodiment of the application provides a sand cleaning system and a method for a side pressure slurry tank of a steel pipe pile, wherein a sand cleaning pipe assembly comprises a sand suction pipe, a water jet pipe and an air pipe, high-pressure water is injected into the water jet pipe to stir deposited sand, high-pressure air is injected through the air pipe, the high-pressure air flows into the middle of the sand suction pipe, the pressure of a bottom opening (positioned at one end connected into a high steel pipe) of the sand suction pipe is high, the pressure of a top opening (positioned at one end outside the high steel pipe) is low, air flows towards the top opening of the sand suction pipe, negative pressure is formed in the sand suction pipe, the sand suction pipe sucks a sand-water mixture outwards, and the requirement for cleaning sand in the side pressure slurry tank of a long and narrow pile can; the sand removal system is simple in overall structure, convenient and fast to operate, wide in application range and high in economic value, and large-scale equipment such as cranes is not required to be occupied.
Drawings
In order to more clearly illustrate the technical solutions in the embodiments of the present application, the drawings needed to be used in the description of the embodiments are briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present application, and it is obvious for those skilled in the art to obtain other drawings based on these drawings without creative efforts.
Fig. 1 is a schematic view of an operating state of a sand removal system provided in an embodiment of the present application;
fig. 2 is a schematic structural diagram of a steel pipe pile side slurry pressing groove provided in the embodiment of the present application;
FIG. 3 is a schematic view of a sand removal system provided by an embodiment of the present application;
FIG. 4 is an enlarged view A of FIG. 2;
FIG. 5 is a schematic structural view of a sand cleaning pipe assembly provided in an embodiment of the present application;
FIG. 6 is a schematic view of hose portions of the sand suction hose, the water jet hose and the air hose of FIG. 5;
reference numerals: 101. cleaning the sand pipe assembly; 1. a sand suction pipe; 2. a water jet pipe; 3. an air duct; 41. a sand control filter tip; 42. a guide rib; 5. a simple bracket; 6. a wire rope; 7. a fixed pulley; 8. connecting a high steel pipe; 9. a rope winder; 10. a pulp press; 11. a water replenishing bucket; 12. a gas storage tank; 13. an air compressor; 14. a sand removal platform; 15. wrapping a hose outside; 100. steel pipe piles; 200. pressing a slurry tank at the side of the pile; 1000. and a sand removal system.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present application clearer, the technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are some embodiments of the present application, but not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present application.
As shown in fig. 1, 2 and 3, the present application discloses an embodiment of a sand removing system for a pile side slurry pressing groove of a steel pipe pile 100, which is used for performing sand removing work on a pile side slurry pressing groove 200 in the circumferential direction of the steel pipe pile 100, wherein the sand removing system 1000 comprises a height connecting steel pipe 8 and a sand removing pipe assembly 101, the bottom end of the height connecting steel pipe 8 is communicated with the top end of the pile side slurry pressing groove 200, and a pipeline is arranged on the side wall of the height connecting steel pipe 8 and communicated with an external water source. The sand cleaning pipe assembly 101 is arranged in the height connecting steel pipe 8, the sand cleaning pipe assembly 101 comprises a sand suction pipe 1, a water injection pipe 2 and an air pipe 3, the sand suction pipe 1, the water injection pipe 2 and the air pipe 3 are arranged in parallel, and the water injection pipe 2 is used for injecting high-pressure water into the height connecting steel pipe 8 and stirring deposited sand; the air pipe 3 is used for conveying high-pressure air, and the bottom end of the air pipe 3 is communicated with the middle part of the sand suction pipe 1; the sand suction pipe 1 is used for sucking sand-containing sewage to achieve the purpose of sand removal.
When the sand cleaning system 1000 is actually operated, the elevation connecting steel pipe 8 is filled with water, and the water jetting pipe 2 injects high-pressure water to stir deposited sand; the high-pressure air flows into the middle part of the sand suction pipe 1, because the pressure of the bottom opening of the sand suction pipe 1 is high (the deeper the water is, the higher the pressure is), the pressure of the top opening is low, and the air flows to the top opening of the sand suction pipe 1, so that negative pressure is formed in the sand suction pipe 1, and the sand suction pipe 1 sucks sand-water mixture outwards. The top end opening of the sand suction pipe 1 discharges a mixture of air, sand and water.
In one embodiment, the sand cleaning pipe assembly 101 is detachably inserted into the height-connecting steel pipe 8, and after sand in a pile side mortar groove is cleaned, the sand cleaning pipe assembly 101 and the height-connecting steel pipe 8 are detached for next sand cleaning work. Preferably, the external water source can guarantee that the water level in the steel pipe 8 is kept unchanged all the time, so that the follow-up sand removing work is facilitated.
As shown in fig. 5 and 6, in one embodiment, the sand suction pipe 1, the water injection pipe 2 and the air pipe 3 are equally divided into a hose portion and a steel pipe portion, the hose portions of the sand suction pipe 1, the water injection pipe 2 and the air pipe 3 enable the pipe connection to be more flexible, and the steel pipe portions of the sand suction pipe 1, the water injection pipe 2 and the air pipe 3 enable the pipe connection to be more stable and facilitate sinking in the ultra-deep water level of the steel pipe 8.
The hose parts of the sand suction pipe 1, the water injection pipe 2 and the air pipe 3 are mutually independent and bound together through an outer wrapping hose 15. The steel pipe parts of the sand suction pipe 1, the water injection pipe 2 and the air pipe 3 are respectively arranged at the lower parts of the hose parts, and the steel pipe part of the air pipe 3 is communicated with the middle part of the steel pipe part of the sand suction pipe 1. The bottom end opening of the steel pipe part of the sand suction pipe 1 is flush with the bottom end opening of the steel pipe part of the water injection pipe 2.
As shown in fig. 4, it is preferable that the inner and outer diameters of the spouting pipe 2 and the blast pipe 3 are equal. The inner diameter of the sand suction pipe 1 is larger than that of the air pipe 3. Preferably, the sand suction pipe 1, the water injection pipe 2 and the hose portion and the steel pipe portion of the air pipe 3 are detachably connected.
As shown in fig. 5, a sand control filter 41 is provided at the bottom end opening of the steel pipe portion of the sand suction pipe 1, and the sand control filter 41 is provided with a plurality of filter holes. A plurality of filtration pores can absorb the grit, can prevent simultaneously again that large granule stone from getting into and inhaling the sand pipe, arouses the jam. Preferably, the sand control filter 41 is tapered.
As shown in fig. 3, the sand cleaning system 1000 further comprises a sand cleaning platform 14, a simple support 5 and a rope winder 9 are arranged above the sand cleaning platform 14, the simple support 5 is vertically arranged above the sand cleaning platform 14, a fixed pulley 7 is arranged at the top of the simple support 5, a steel wire rope 6 of the rope winder 9 is connected with a sand cleaning pipe assembly 101 through the fixed pulley 7, and the rope winder 9 controls the lifting of the sand cleaning pipe assembly 101.
Preferably, the steel pipe part circumference of sand suction pipe 1 is provided with many convex direction muscle 42, and direction muscle 42 can be used for the direction for sand suction pipe 1 is convenient for along connecing high steel pipe 8 to transfer, and sand suction pipe 1 is located connects high steel pipe 8 centre all the time, is convenient for suction sand, promotes sand suction effect.
Furthermore, one end of the steel wire rope 6 is connected with the rope winder 9, and the other end of the steel wire rope is connected and fixed on the guide rib 42, so that the fixing is firmer and more reliable.
In one embodiment, the water injection pipe 2 is connected to a grouting machine 10 at an end facing the outside of the steel pipe 8, and the grouting machine 10 can pressurize water and inject the water into the steel pipe 8 through the water injection pipe 2. Air hose 3 connects gradually gas holder 12 and air compressor 13 towards the outer one end of connecing high steel pipe 8, and air compressor 13 sucks outside air pressurization, compresses into high-pressure air and stores into gas holder 12, and gas holder 12 passes through air hose 3 and inputs high-pressure air to inhaling in the sand pipe 1.
Specifically, the press 10, the air tank 12 and the air compressor 13 are all disposed on the sand cleaning platform 14.
Preferably, the external water source adopts a water replenishing barrel 11, the water replenishing barrel 11 is communicated with the height connecting steel pipe 8 through a pipeline, water is pumped by a water pump, the water level of the water replenishing barrel 11 is kept unchanged all the time, and the water level in the height connecting steel pipe 8 is kept unchanged all the time. Specifically, the water level of the water replenishing barrel 11 is always higher than the height of the communicating part of the air pipe 3 and the sand suction pipe 1.
The application also discloses a sand removing method of the sand removing system based on the steel pipe pile side pressure slurry tank, which comprises the following steps:
installing a height-connecting steel pipe 8, wherein the bottom end of the height-connecting steel pipe 8 is connected with the top end of the pile side slurry pressing groove 200, the side wall of the height-connecting steel pipe is communicated with an external water source through a pipeline, and the height-connecting steel pipe 8 is filled with water;
inserting the sand cleaning pipe assembly 101 into the steel pipe 8;
the water jetting pipe 2 injects high-pressure water for a period of time to the height-connected steel pipe 8 to stir the deposited sandstone;
the air pipe 3 conveys high-pressure air into the height-connected steel pipe 8, and the high-pressure air is discharged from an opening at the top end of the sand suction pipe 1 (the sand suction pipe 1 is positioned at one end outside the height-connected steel pipe 8); the water level in the steel pipe 8 keeps unchanged; negative pressure is generated in the sand suction pipe 1 and sand-water mixture is sucked and discharged.
Preferably, the time for injecting the high pressure water into the steel pipe 8 by the water injection pipe 2 is 15 seconds.
Furthermore, the sand suction pipe 1, the water jet pipe 2 and the air pipe 3 are divided into a hose part and a steel pipe part, and the hose parts of the sand suction pipe 1, the water jet pipe 2 and the air pipe 3 are mutually independent and are bound together through an outer hose 15; the steel pipe parts of the sand suction pipe 1, the water injection pipe 2 and the air pipe 3 are respectively arranged at the lower parts of the hose parts, and the steel pipe part of the air pipe 3 is communicated with the middle part of the steel pipe part of the sand suction pipe 1;
when the sand cleaning pipe assembly 101 is inserted into the height-connected steel pipe 8, the bottom opening of the sand suction pipe 1 is lowered to a position two meters away from the sand surface in the pile side slurry pressing groove 200, and the sand cleaning operation is started.
When the sedimentary sandstone is stirred, high-pressure water is injected into the elevation pipe 8 for 15 seconds by the water injection pipe 2, and then the air pipe 3 starts to deliver high-pressure air.
Further, the sand cleaning system 1000 further comprises a sand cleaning platform 14, a simple support 5 and a rope winder 9 are arranged above the sand cleaning platform 14, a fixed pulley 7 is arranged at the top of the simple support 5, and a steel wire rope 6 of the rope winder 9 is connected with the sand cleaning pipe assembly 101 through the fixed pulley 7 and is lifted; a plurality of arc-shaped guide ribs 42 are circumferentially arranged on the steel pipe part of the sand suction pipe 1, one end of the steel wire rope 6 is connected with the rope winder 9, and the other end of the steel wire rope is connected and fixed on the guide ribs 42.
After the sand cleaning system starts to work, the sand suction pipe 1 sucks the sand-water mixture, and meanwhile, the rope winder 9 starts to slowly lower the sand cleaning pipe assembly 101, so that the bottom opening of the sand suction pipe 1 is lowered at a speed of 15cm/min from two meters away from the sand surface of the pile side slurry pressing groove 200 until the sand suction pipe 1 discharges clean water, and the sand cleaning work is finished.
Furthermore, one end of the water injection pipe 2, which is positioned outside the steel pipe 8, is connected with the pulp press 10, and one end of the air pipe 3, which is positioned outside the steel pipe 8, is sequentially connected with an air storage tank 12 and an air compressor 13; when the water injection pipe 2 is required to inject high-pressure water into the steel pipe 8, the grouting machine 10 is started; when the air pipe 3 is required to convey high-pressure air into the height-connecting steel pipe 8, the air compressor 13 is started.
After the sand cleaning work of one pile side slurry tank is finished, the sand cleaning pipe assembly 101 is lifted up for about 20m, the air compressor 13 is turned off, finally the sand cleaning pipe assembly 101 is lifted up, and the sand cleaning work of the other pile side slurry tank is started.
According to the sand cleaning system and method for the side pressure trough of the steel pipe pile, the sand cleaning pipe assembly 101 comprises a sand suction pipe 1, a water jet pipe 2 and an air pipe 3, high-pressure water is injected into the water jet pipe 2 to stir deposited sand, high-pressure air is injected through the air pipe 3, the high-pressure air flows into the middle of the sand suction pipe 1, negative pressure is formed in the sand suction pipe 1 due to the fact that the pressure of an opening at the bottom end of the sand suction pipe 1 is strong, the pressure of an opening at the top end is small, and the air flows towards the opening at the top end of the sand suction pipe 1, sand water mixtures are sucked outwards through the sand suction pipe 1, and the sand cleaning requirement in the side pressure trough of; the sand removal system 1000 is simple in overall structure, convenient and fast to operate, wide in application range and high in economic value, and large-scale equipment such as cranes is not required to be occupied.
In the description of the present application, it should be noted that the terms "upper", "lower", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, which are only for convenience in describing the present application and simplifying the description, and do not indicate or imply that the referred device or element must have a specific orientation, be constructed in a specific orientation, and operate, and thus, should not be construed as limiting the present application. Unless expressly stated or limited otherwise, the terms "mounted," "connected," and "connected" are intended to be inclusive and mean, for example, that they may be fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present application can be understood by those of ordinary skill in the art as appropriate.
It is noted that, in the present application, relational terms such as "first" and "second", and the like, are used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising an … …" does not exclude the presence of other identical elements in a process, method, article, or apparatus that comprises the element.
The above description is merely exemplary of the present application and is presented to enable those skilled in the art to understand and practice the present application. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the application. Thus, the present application is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.

Claims (10)

1. The utility model provides a sand removal system of steel-pipe pile stake side pressure dressing trough which characterized in that contains:
the bottom end of the high-connection steel pipe (8) is communicated with the top end of the pile side slurry pressing groove (200), and the side wall of the high-connection steel pipe is provided with a pipeline communicated with an external water source;
the sand cleaning pipe assembly (101) is arranged in the heightening steel pipe (8), the sand cleaning pipe assembly (101) comprises water jetting pipes (2) which are arranged side by side and used for injecting high-pressure water, an air pipe (3) used for conveying high-pressure air and a sand suction pipe (1) used for discharging sand-containing sewage, and the bottom end of the air pipe (3) is communicated with the middle of the sand suction pipe (1).
2. The sand cleaning system for the side mortar compressing groove of the steel pipe pile as claimed in claim 1, wherein: the sand suction pipe (1), the water jetting pipe (2) and the air pipe (3) are divided into a hose part and a steel pipe part, and the hose parts of the sand suction pipe (1), the water jetting pipe (2) and the air pipe (3) are mutually independent and are bound together through an outer hose (15); the sand suction pipe (1), the water injection pipe (2) and the air pipe (3) are respectively arranged at the lower parts of the hose parts, and the air pipe (3) is communicated with the middle part of the steel pipe part of the sand suction pipe (1).
3. The sand cleaning system for the side mortar groove of the steel pipe pile as claimed in claim 2, wherein: the bottom end opening of the steel pipe part of the sand suction pipe (1) is provided with a sand control filter tip (41), and the sand control filter tip (41) is provided with a plurality of filter holes.
4. The sand cleaning system for the side mortar groove of the steel pipe pile as claimed in claim 2, wherein: the sand cleaning system (1000) further comprises a sand cleaning platform (14), a simple support (5) and a rope winder (9) are arranged above the sand cleaning platform (14), and the simple support (5) is vertically arranged on the sand cleaning platform (14); the top of simple and easy support (5) sets up fixed pulley (7), wire rope (6) of serving ware (9) are connected and are gone up and down through fixed pulley (7) sand removal pipe subassembly (101).
5. The sand cleaning system for the side mortar groove of the steel pipe pile as claimed in claim 4, wherein: and a plurality of arc-shaped guide ribs (42) are arranged on the steel pipe part of the sand suction pipe (1) in the circumferential direction, one end of the steel wire rope (6) is connected with the rope winder (9), and the other end of the steel wire rope is connected and fixed on the guide ribs (42).
6. The sand cleaning system for the side mortar groove of the steel pipe pile as claimed in claim 4, wherein: penetrate water pipe (2) court connect high steel pipe (8) outer one end and connect mud jacking machine (10), tuber pipe (3) court connect high steel pipe (8) outer one end and connect gas holder (12) and air compressor (13) in proper order, mud jacking machine (10), gas holder (12) and air compressor (13) all set up in on sand removal platform (14).
7. A sand cleaning method of a sand cleaning system based on the steel pipe pile side slurry pressing groove of claim 1 is characterized by comprising the following steps:
the bottom end of the high-connection steel pipe (8) is connected with the top end of the pile side slurry pressing groove (200), and the side wall of the high-connection steel pipe is communicated with an external water source through a pipeline;
inserting the sand cleaning pipe assembly (101) into the steel pipe (8);
the water jetting pipe (2) injects high-pressure water for a period of time to the height-connected steel pipe (8) to stir the deposited sandstone;
the air pipe (3) conveys high-pressure air into the height-connecting steel pipe (8), and the high-pressure air is discharged from an opening at the top end of the sand suction pipe (1); the water level in the heightening steel pipe (8) is unchanged; negative pressure is generated in the sand suction pipe (1) and sand-water mixture is sucked and discharged.
8. The sand cleaning method of the sand cleaning system of the steel pipe pile side slurry pressing groove according to claim 7, characterized in that: the sand suction pipe (1), the water jetting pipe (2) and the air pipe (3) are divided into a hose part and a steel pipe part, and the hose parts of the sand suction pipe (1), the water jetting pipe (2) and the air pipe (3) are mutually independent and are bound together through an outer hose (15); the sand suction pipe (1), the water injection pipe (2) and the steel pipe part of the air pipe (3) are respectively arranged at the lower parts of the hose parts, and the steel pipe part of the air pipe (3) is communicated with the middle part of the steel pipe part of the sand suction pipe (1);
when the sand cleaning pipe assembly (101) is inserted into the height-connecting steel pipe (8), the bottom end opening of the sand suction pipe (1) is lowered to a position two meters away from the sand surface in the pile side pressure trough (200);
and injecting high-pressure water for 15 seconds into the steel pipe (8) by using the water injection pipe (2), and starting to convey high-pressure air by using the air pipe (3).
9. The sand cleaning method of the sand cleaning system of the steel pipe pile side slurry pressing groove according to claim 8, characterized in that: the sand cleaning system (1000) further comprises a sand cleaning platform (14), a simple support (5) and a rope winder (9) are arranged above the sand cleaning platform (14), a fixed pulley (7) is arranged at the top of the simple support (5), and a steel wire rope (6) of the rope winder (9) is connected with and lifts the sand cleaning pipe assembly (101) through the fixed pulley (7); a plurality of arc-shaped guide ribs (42) are circumferentially arranged on the steel pipe part of the sand suction pipe (1), one end of the steel wire rope (6) is connected with the rope winder (9), and the other end of the steel wire rope is connected and fixed on the guide ribs (42);
after the sand cleaning system starts to work, the rope winder (9) starts to slowly lower the sand cleaning pipe assembly (101), so that the bottom opening of the sand suction pipe (1) starts to be lowered at a speed of 15cm/min from two meters away from the sand surface of the pile side mortar pressing groove (200) until the sand suction pipe (1) discharges clear water, and the sand cleaning work is finished.
10. The sand cleaning method of the sand cleaning system of the steel pipe pile side slurry pressing groove according to claim 9, characterized in that: one end of the water injection pipe (2) positioned outside the heightening steel pipe (8) is connected with a pulp press (10), and one end of the air pipe (3) positioned outside the heightening steel pipe (8) is sequentially connected with an air storage tank (12) and an air compressor (13);
when the water injection pipe (2) is needed to inject high-pressure water to the steel pipe (8), the grouting machine (10) is started; when the air pipe (3) is required to convey high-pressure air into the height-connecting steel pipe (8), the air compressor (13) is started.
CN202011192395.1A 2020-10-30 2020-10-30 Sand cleaning system and method for side pressure slurry tank of steel pipe pile Pending CN112252327A (en)

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