CN205975629U - Tubular pile with strut with drainage function - Google Patents

Tubular pile with strut with drainage function Download PDF

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Publication number
CN205975629U
CN205975629U CN201620783230.4U CN201620783230U CN205975629U CN 205975629 U CN205975629 U CN 205975629U CN 201620783230 U CN201620783230 U CN 201620783230U CN 205975629 U CN205975629 U CN 205975629U
Authority
CN
China
Prior art keywords
pile tube
tubular pile
soil layer
circumferencial
pile
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201620783230.4U
Other languages
Chinese (zh)
Inventor
曾伟华
梁仕华
黄炜
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Guangdong University of Technology
Original Assignee
Guangdong University of Technology
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Guangdong University of Technology filed Critical Guangdong University of Technology
Priority to CN201620783230.4U priority Critical patent/CN205975629U/en
Application granted granted Critical
Publication of CN205975629U publication Critical patent/CN205975629U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a tubular pile with strut with drainage function, including the tubular pile body, the tubular pile body is hollow structure, partly cartridge of the circumferencial direction of tubular pile body is gone into in the soil layer, the soil layer is stretched out to another part of the circumferencial direction of tubular pile body, stretches out the soil layer tubular pile body part goes up to open there is the through -hole, the length of tubular pile body is 10~30m, and the diameter of tubular pile body is 600mm~1000mm. The utility model discloses some of the circumferencial direction of tubular pile body is buried underground in the soil layer, plays the effect of strutting. And the soil layer is stretched out to another part of tubular pile body, and water through -hole seepage flow in the foundation ditch is entered, and this is internal for the tubular pile, then this is internal to transfer to the tubular pile from the mouth of pipe of tubular pile body with the water pump to advance this internal water pump drainage of tubular pile to external with seepage flow through the water pump, thereby reach the purpose of drainage, realize strutting with the double function of drainage, need not to carry out precipitation structural design to the foundation ditch, have simple structure, the efficiency of construction is high and beneficial effect with low costs.

Description

A kind of pile tube with supporting and drain function
Technical field
This utility model belongs to Architectural Equipment technical field, refers in particular to a kind of pile tube with supporting and drain function.
Background technology
At present, in building lot technology, the power of withstanding shocks is strong, bearing capacity is big, horizontal resistance is big due to having for steel-pipe pile The advantages of strong with anti-cross force, and it is widely used in foundation pit supporting project.During building foundation pit construction, in foundation ditch Often produce hydrops and need to carry out precipitation process.The method of existing precipitation mainly has construction drainage and precipitation, sump draining With precipitation and well-point dewatering method etc., but those methods are required for foundation ditch being carried out with Precipitation Structure design and entering using corresponding equipment Row dewatering construction, the difficulty that increased construction and the efficiency reducing foundation pit construction.
Utility model content
The purpose of this utility model is that solving existing base pit dewatering construction needs foundation ditch to be carried out with Precipitation Structure design simultaneously Dewatering construction is carried out using corresponding equipment and leads to difficulty of construction to increase the problem low with the efficiency of foundation pit construction, one kind is provided Structure is simple, efficiency of construction is high and the pile tube with supporting and drain function of low cost.
The purpose of this utility model can employ the following technical solutions to reach:
A kind of pile tube with supporting and drain function, including pile tube body, described pile tube body is hollow structure, described In a part of plug-in mounting underground layer of the circumferencial direction of pile tube body, another part of the circumferencial direction of described pile tube body stretches out soil Layer, stretches out and has through hole on the described pile tube body part of soil layer;The length of described pile tube body is 10~30m, and pile tube is originally A diameter of 600mm~1000mm of body.
As a kind of preferred scheme, 2/3rds plug-in mounting underground layers of the surface area of described pile tube body circumferencial direction In, and 1/3rd of the surface area of described pile tube body circumferencial direction stretch out soil layer, described through hole is located at described pile tube body On 1/3rd of the surface area of circumferencial direction.
As a kind of preferred scheme, described through hole is located at the surface area of the described pile tube body circumferencial direction stretching out soil layer 1/3rd on.
As a kind of preferred scheme, a diameter of 0.3~0.6cm of described through hole.
As a kind of preferred scheme, described pile tube body is ferrous materials.
As a kind of preferred scheme, the outer surface of described pile tube body scribbles antirust agent.
Implement this utility model, have the advantages that:
The part of the circumferencial direction of pile tube body of the present utility model is embedded in soil layer, plays the effect of supporting.And manage Another part of stake body stretches out soil layer, and the water via through holes seepage flow in foundation ditch is entered in pile tube body, then from pile tube body Water pump is transferred to pile tube by the mouth of pipe, and this is internal, and by water pump, seepage flow is entered the intrinsic water of pile tube and be pumped to the external world, thus reaching To the purpose of draining, realize supporting and the double function of draining, Precipitation Structure design need not be carried out to foundation ditch, solve base pit dewatering Construction needs foundation ditch is carried out with Precipitation Structure design and carries out dewatering construction using corresponding equipment and lead to difficulty of construction to increase The problem low with the efficiency of foundation pit construction, has the characteristics that structure is simple, efficiency of construction is high and low cost.
Brief description
In order to be illustrated more clearly that this utility model embodiment or technical scheme of the prior art, below will be to embodiment Or in description of the prior art the accompanying drawing of required use be briefly described it should be apparent that, drawings in the following description are only It is some embodiments of the present utility model, for those of ordinary skill in the art, in the premise not paying creative work Under, other accompanying drawings can also be obtained according to these accompanying drawings.
Fig. 1 is the structural representation that this utility model has supporting and the pile tube of drain function.
Specific embodiment
Below in conjunction with the accompanying drawing in this utility model embodiment, the technical scheme in this utility model embodiment is carried out Clearly and completely description is it is clear that described embodiment is only a part of embodiment of this utility model rather than whole Embodiment.Based on the embodiment in this utility model, those of ordinary skill in the art are not under the premise of making creative work The every other embodiment being obtained, broadly falls into the scope of this utility model protection.
Embodiment
With reference to Fig. 1, the present embodiment is related to pile tube, and including pile tube body 1, described pile tube body 1 is hollow structure, described pipe In a part of plug-in mounting underground layer of circumferencial direction of stake body 1, another part of the circumferencial direction of described pile tube body 1 stretches out soil Layer, stretch out the described pile tube body 1 of soil layer partly on have through hole;The length of described pile tube body 1 is 10~30m, and pile tube A diameter of 600mm~1000mm of body 1.A part for the circumferencial direction of pile tube body 1 in this structure is embedded in soil layer, Play the effect of supporting.And another part of pile tube body 1 stretches out soil layer, water via through holes 11 seepage flow in foundation ditch enters pile tube originally In body 1, then from the mouth of pipe of pile tube body 1, water pump is transferred in pile tube body 1, and seepage flow is entered by pile tube body by water pump Water in 1 is pumped to the external world, thus reaching the purpose of draining, realizing supporting and the double function of draining, foundation ditch need not be dropped Water-bound designs, and solving base pit dewatering construction needs foundation ditch to be carried out with Precipitation Structure design and drops using corresponding equipment Water construct and lead to difficulty of construction to increase and foundation pit construction the low problem of efficiency, have that structure is simple, efficiency of construction high with become This low feature.
In 2/3rds plug-in mounting underground layers of the surface area of described pile tube body 1 circumferencial direction, and described pile tube body 1 Soil layer is stretched out in the three of the surface area of circumferencial direction/1, and described through hole 11 is located at the table of described pile tube body 1 circumferencial direction On the three of area/1.Described through hole is located at three points of the surface area of described pile tube body 1 circumferencial direction stretching out soil layer One of 13 2/3rds on.By 2/3rds plug-in mountings of the surface area of described pile tube body 1 circumferencial direction are buried It is ensured that pile tube can be stably fixed in soil layer in layer, preferably play support action, and by described pile tube body 1 circumference Soil layer is stretched out in the three of the surface area in direction/1, can increase the distributed quantity of through hole 11 in the vertical direction, accelerates current Enter the speed of pile tube body 1.
A diameter of 0.3~0.6cm of described through hole 11.The through hole 11 of this diameter is less than the size of stone in foundation ditch, Can prevent water flow into by when stone be brought in pile tube body 1.
In order to improve the mechanical properties such as impulsive force, bearing capacity, horizontal resistance and the anti-cross force of pile tube body 1, described pipe Stake body 1 is ferrous materials.
Lead to its mechanical property rapid decrease in order to prevent the pile tube body 1 that ferrous materials are made from getting rusty too quickly, institute The outer surface stating pile tube body 1 scribbles antirust agent.
A kind of above disclosed only preferred embodiment of this utility model, can not limit this practicality with this certainly New interest field, the equivalent variations therefore made according to this utility model claim, still belong to what this utility model was covered Scope.

Claims (6)

1. it is characterised in that including pile tube body, described pile tube body is hollow to a kind of pile tube with supporting and drain function Structure, in a part of plug-in mounting underground layer of the circumferencial direction of described pile tube body, the circumferencial direction of described pile tube body another Part stretches out soil layer, stretches out and has through hole on the described pile tube body part of soil layer;The length of described pile tube body be 10~ 30m, and a diameter of 600mm~1000mm of pile tube body.
2. a kind of pile tube with supporting and drain function according to claim 1 is it is characterised in that described pile tube body In 2/3rds plug-in mounting underground layers of the surface area of circumferencial direction, and the three of the surface area of described pile tube body circumferencial direction/ One stretches out soil layer, and described through hole is on 1/3rd of the surface area of described pile tube body circumferencial direction.
3. a kind of pile tube with supporting and drain function according to claim 2 it is characterised in that described through hole located at Stretch out soil layer the surface area of described pile tube body circumferencial direction 1/3rd on.
4. a kind of pile tube with supporting and drain function according to claim 1 and 2 is it is characterised in that described through hole A diameter of 0.3~0.6cm.
5. a kind of pile tube with supporting and drain function according to claim 1 and 2 is it is characterised in that described pile tube Body is ferrous materials.
6. a kind of pile tube with supporting and drain function according to claim 5 is it is characterised in that described pile tube body Outer surface scribble antirust agent.
CN201620783230.4U 2016-07-22 2016-07-22 Tubular pile with strut with drainage function Expired - Fee Related CN205975629U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620783230.4U CN205975629U (en) 2016-07-22 2016-07-22 Tubular pile with strut with drainage function

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620783230.4U CN205975629U (en) 2016-07-22 2016-07-22 Tubular pile with strut with drainage function

Publications (1)

Publication Number Publication Date
CN205975629U true CN205975629U (en) 2017-02-22

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620783230.4U Expired - Fee Related CN205975629U (en) 2016-07-22 2016-07-22 Tubular pile with strut with drainage function

Country Status (1)

Country Link
CN (1) CN205975629U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108049392A (en) * 2017-11-16 2018-05-18 中国三冶集团有限公司 A kind of steel plate pilework and water discharge method with drain function

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108049392A (en) * 2017-11-16 2018-05-18 中国三冶集团有限公司 A kind of steel plate pilework and water discharge method with drain function

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GR01 Patent grant
C14 Grant of patent or utility model
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20170222

Termination date: 20170722

CF01 Termination of patent right due to non-payment of annual fee