CN205857166U - Continuous piling wall under a kind of construction ground - Google Patents
Continuous piling wall under a kind of construction ground Download PDFInfo
- Publication number
- CN205857166U CN205857166U CN201620625058.XU CN201620625058U CN205857166U CN 205857166 U CN205857166 U CN 205857166U CN 201620625058 U CN201620625058 U CN 201620625058U CN 205857166 U CN205857166 U CN 205857166U
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- stake holes
- mould
- tubing
- reinforcement cage
- steel reinforcement
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Abstract
Continuous piling wall under a kind of construction ground, relates to a kind of piling wall continuously.Stake holes A replaces successively with stake holes B and intersects setting, in overlapping region between stake holes B and stake holes A intersected with it, all coupling is provided with a mould two, steel reinforcement cage A it is provided with in stake holes A, between steel reinforcement cage A and mould two, a tubing vertically it is provided with in stake holes A, the opening of tubing sticks together closely with adjacent mould two, it is fixed with multiple sealing rod on tubing, in tubing, is provided with a mould one；Stake A is formed at the regional perfusion concrete in addition to tubing in stake holes A, after concrete reaches requirement of strength, extract all of mould one and all of mould two, arranging a steel reinforcement cage B in each stake holes B, in multiple stake holes A and multiple stake holes B, the region of non-concrete perfusion is continued concrete perfusion and is formed stake B.It can carry out gear soil and sealing reliably to building foundation pit, and efficiency of construction is high, low cost.
Description
Technical field
This utility model and a kind of piling wall continuously, continuous piling wall under especially a kind of construction ground.
Background technology
At present, building foundation pit supporting generally uses fender post.After existing fender post has been constructed, between stake, there is gap,
Can not effectively prevent the earth outside stake from falling in foundation ditch, stagnant water effect is poor.And after excavation of foundation pit, be at the bottom of foundation ditch
Portion builds diaphragm wall by laying bricks or stones along fender post, and does water-proofing treatment, in addition it is also necessary to reinforce the earth between stake, thus causes efficiency of construction
Low, cost is high, is unfavorable for popularization and application.
Summary of the invention
The purpose of this utility model is to provide under a kind of construction ground piling wall continuously, and building foundation pit can be entered by reliably
Row gear soil and sealing, efficiency of construction is high, low cost.
Realizing above-mentioned purpose, under a kind of construction ground of the present utility model, piling wall has two kinds of technical schemes continuously: as follows:
Scheme one:
Including concrete, multiple stake holes A, multiple steel reinforcement cage A, many tubing, multiple sealing rod, multiple mould one, multiple
Mould two, multiple stake holes B and multiple steel reinforcement cage B, described multiple stake holes A and multiple stake holes B set outside building foundation pit
Enclosing, multiple stake holes A replace with multiple stake holes B and intersect setting successively, between each stake holes B and stake holes A intersecting setting with it
Being equipped with an overlapping region, in each described overlapping region, all couplings are provided with a mould two, in each stake holes A vertically
It is provided with a steel reinforcement cage A, in each stake holes A, between steel reinforcement cage A and mould two, is vertically arranged with a tubing, described in every
Tubing tube wall on be the most vertically provided with elongated opening, described opening sticks together closely with adjacent mould two,
The most elongated on the inwall of every tubing and outer wall it is fixed with multiple sealing rod, in every tubing, is provided with a mould one, institute
Mould one outer wall stated and this pipe material inner wall and the laminating of corresponding mould two lateral wall, the outer wall of each described mould one
On be equipped with multiple fixing groove, described multiple fixing groove and multiple sealing rod one_to_one corresponding on pipe material inner wall and matching set
Put；In each stake holes A, the regional perfusion concrete in addition to tubing forms stake A, after described concrete reaches requirement of strength, pulls out
Go out all of mould one and all of mould two, in each stake holes B, be vertically arranged a steel reinforcement cage B, in multiple stake holes A with many
In individual stake holes B, the region of non-concrete perfusion is continued concrete perfusion and is formed stake B.
Scheme two:
Including concrete, multiple stake holes A, multiple steel reinforcement cage A, multiple mould one, multiple mould two, multiple stake holes B and
Multiple steel reinforcement cage B, described multiple stake holes A and multiple stake holes B set the periphery at building foundation pit, multiple stake holes A and multiple stakes
Hole B replaces and intersects setting successively, is equipped with an overlapping region, often between each stake holes B and stake holes A intersecting setting with it
In individual described overlapping region, all couplings are provided with a mould two, are vertically provided with a steel reinforcement cage A in each stake holes A, each
Between steel reinforcement cage A and mould two, a mould one, described mould one and adjacent mould two it is vertically arranged with in stake holes A
Stick together closely；In each stake holes A, concrete perfusion forms stake A, after described concrete reaches requirement of strength, pulls out
Go out all of mould one and all of mould two, in each stake holes B, be vertically arranged a steel reinforcement cage B, in multiple stake holes A with many
In individual stake holes B, the region of non-concrete perfusion is continued concrete perfusion and is formed stake B.
Compared with prior art, the beneficial effects of the utility model are:
1. this utility model stake is connected is formed with stake together with piling wall, there is no gap between stake, it is possible to carry out reliably
Gear soil and sealing；
2. this utility model eliminates earth reinforcing and water-proof treatment technology between stake, and efficiency of construction is high, low cost.
Accompanying drawing explanation
Fig. 1 is the structural representation under construction ground of the present utility model before continuous piling wall concrete perfusion, perpendicular in stake holes B
Directly it is provided with steel reinforcement cage B；
Fig. 2 is the structural representation of continuous piling wall under the construction ground made by Fig. 1；
Fig. 3 is the A portion enlarged drawing of Fig. 1；
Fig. 4 is the structural representation under construction ground of the present utility model before continuous piling wall concrete perfusion, in stake holes A not
Tubing is set；
Fig. 5 is the structural representation of continuous piling wall under the construction ground made by Fig. 4；
Fig. 6 is the structural representation under construction ground of the present utility model before continuous piling wall concrete perfusion, in stake holes B not
It is provided with steel reinforcement cage B；
Fig. 7 is continuous piling wall structural representation under the construction ground made by Fig. 6, is vertically arranged with steel reinforcement cage in stake holes B
B, and it is fixed with many reinforcing bars in steel reinforcement cage B both sides.
Detailed description of the invention
Below in conjunction with the accompanying drawing in this utility model embodiment, the technical scheme in this utility model is carried out clear,
It is fully described by, it is clear that described embodiment is only a part of embodiment of utility model rather than whole embodiments,
Based on the embodiment in this utility model, those of ordinary skill in the art are obtained under not making creative work premise
Every other embodiment, broadly falls into the scope of this utility model protection.
Detailed description of the invention one: as shown in Fig. 1 ~ Fig. 3, present embodiment discloses continuous piling wall, bag under a kind of construction ground
Include concrete 9, multiple stake holes A1, multiple steel reinforcement cage A2, many tubing 3, multiple sealing rod 4, multiple mould 1, multiple moulds
26, multiple stake holes B7 and multiple steel reinforcement cage B8, described multiple stake holes A1 and multiple stake holes B7 set outside building foundation pit
Enclose, multiple stake holes A1 and multiple stake holes B7 successively alternately and intersect setting, each stake holes B7 and intersect stake holes A1 of setting with it
Between be equipped with an overlapping region, in each described overlapping region, all couplings are provided with a mould 26, each stake holes A1
The most vertically it is provided with a steel reinforcement cage A2, in each stake holes A1, between steel reinforcement cage A2 and mould 26, is vertically arranged with a pipe
Material 3, the tube wall of every described tubing 3 is the most vertically provided with elongated opening, and described opening is tight with adjacent mould 26
Stick together, the most elongated on the inwall of every tubing 3 and outer wall be fixed with two sealing rods 4, be fixed on every tubing 3
Inwall on two sealing rods 4 and two sealing rod 4 one_to_one corresponding on outer wall arrange, and be positioned at the opening both sides of tubing 3,
A mould 1, described mould 1 outer wall and this tubing 3 inwall and corresponding mould two it is provided with in every tubing 3
6 lateral wall laminatings, the outer wall of each described mould 1 is equipped with two fixing grooves, two described fixing grooves and tubing 3
Two sealing rod 4 one_to_one corresponding on inwall and the setting that matches；At the regional perfusion coagulation in addition to tubing 3 in each stake holes A1
Soil 9 forms stake A, after described concrete 9 reaches requirement of strength, extracts all of mould 1 and all of mould 26, often
A steel reinforcement cage B8 it is vertically arranged, the region of non-concrete perfusion 9 in multiple stake holes A1 and multiple stake holes B7 in individual stake holes B7
Continue concrete perfusion 9 and form stake B.Present embodiment is applicable to the foundation pit enclosure of the deeper engineering of foundation ditch, it is possible to effectively enter
Row gear soil sealing.
Multiple steel reinforcement cage A2 and the arrangement of reinforcement of multiple steel reinforcement cage B8 in present embodiment all carry out arrangement of reinforcement by design requirement.
Many tubing 3 in present embodiment are plastic pipe, are easy to extract mould 1 when foundation ditch is deeper；Multiple moulds
Have 1 and multiple mould 26 be the steel cylinders closed up and down, it is to avoid work progress has foreign material fall into mould 1 and mould
Have in the preformed hole of 26 formation, affect the quality of stake.
Detailed description of the invention two: as shown in Fig. 1 ~ Fig. 2, continuous stake under a kind of construction ground described in detailed description of the invention one
Wall, the cross section of described multiple steel reinforcement cage A2 is rectangle.It is easy in each stake holes A1, place corresponding tubing 3, mould
One 5 and mould 26.
Detailed description of the invention three: as shown in Fig. 1 ~ Fig. 3, continuous stake under a kind of construction ground described in detailed description of the invention one
Wall, the most elongated on the inwall of every described tubing 3 and outer wall is fixed with two sealing rods 4, is fixed on the interior of every tubing 3
Two sealing rods 4 on wall and two sealing rod 4 one_to_one corresponding on outer wall are arranged, and are positioned at the opening both sides of tubing 3.Sealing
Bar can play effective sealing effect, prevents the water penetration outside foundation ditch from entering in foundation ditch.
Detailed description of the invention four: as shown in Fig. 6 ~ Fig. 7, continuous stake under a kind of construction ground described in detailed description of the invention one
Wall, each described steel reinforcement cage B8 both sides are fixing with one end of many reinforcing bars 10 respectively to be connected, many described reinforcing bars 10 another
One end is stretched in the tubing 3 of correspondence by the opening of tubing 3.
The arrangement of reinforcement of many reinforcing bars 10 in present embodiment all carries out arrangement of reinforcement by design requirement, can do load-carrying members application,
Replace diaphram wall.
Detailed description of the invention five: as shown in Fig. 4 ~ Fig. 5, present embodiment discloses continuous piling wall, bag under a kind of construction ground
Include concrete 9, multiple stake holes A1, multiple steel reinforcement cage A2, multiple mould 1, multiple mould 26, multiple stake holes B7 and multiple
Steel reinforcement cage B8, described multiple stake holes A1 and multiple stake holes B7 set the periphery at building foundation pit, multiple stake holes A1 and multiple stakes
Hole B7 replaces and intersects setting successively, is equipped with a coincidence district between each stake holes B7 and stake holes A1 intersecting setting with it
Territory, in each described overlapping region, all couplings are provided with a mould 26, are vertically provided with a steel reinforcement cage in each stake holes A1
A2, is vertically arranged with a mould 1 in each stake holes A1 between steel reinforcement cage A2 and mould 26, described mould 1 with
Adjacent mould 26 sticks together closely；In each stake holes A1, concrete perfusion 9 forms stake A, described concrete 9
After reaching requirement of strength, extract all of mould 1 and all of mould 26, in each stake holes B7, be vertically arranged a steel
Muscle cage B8, in multiple stake holes A1 and multiple stake holes B7, the region of non-concrete perfusion 9 is continued concrete perfusion 9 and is formed stake B.This
Embodiment is applicable to the foundation pit enclosure of the deepest engineering of foundation ditch, it is possible to effectively carry out keeping off soil sealing.
Multiple steel reinforcement cage A2 and the arrangement of reinforcement of multiple steel reinforcement cage B8 in present embodiment all carry out arrangement of reinforcement by design requirement.
Multiple moulds 1 and multiple mould 26 in present embodiment are the steel cylinders closed up and down, it is to avoid construction
During have foreign material to fall in the preformed hole that mould 1 and mould 26 are formed, affect the quality of stake.
Detailed description of the invention six: as shown in Fig. 4 ~ Fig. 5, continuous stake under a kind of construction ground described in detailed description of the invention five
Wall, the cross section of described multiple steel reinforcement cage A2 is rectangle.Be easy to place in each stake holes A1 corresponding mould 1 and
Mould 26.
This utility model utilizes mould 1 and mould 26 headspace in stake holes A1, it is simple to make afterwards and stake holes
Stake holes B7 that A1 intersects, multiple stake holes A1 are arranged alternately piling wall coherent together with formation successively with multiple stake holes B7.Perfect real
Now gear soil and sealing purpose, is suitable for the construction of all size job site, and application is wide, can do permanent work and use,
Structure application can also be done, replace diaphram wall.
It is obvious to a person skilled in the art that this utility model is not limited to the details of above-mentioned one exemplary embodiment, and
And in the case of without departing substantially from spirit or essential attributes of the present utility model, it is possible to realize this practicality with other dress bodily form formula new
Type.Therefore, no matter from the point of view of which point, all should regard embodiment as exemplary, and be nonrestrictive, this practicality is new
The scope of type is limited by claims rather than described above, it is intended that by the containing of condition of equivalent in claim that fall
All changes in justice and scope are included in this utility model.Should not be considered as any reference in claim limiting
Involved claim.
Although moreover, it will be appreciated that this specification is been described by according to embodiment, but the most each embodiment only wraps
Containing an independent technical scheme, this narrating mode of description is only that for clarity sake those skilled in the art should
Description can also be formed those skilled in the art through appropriately combined as an entirety, the technical scheme in each embodiment
May be appreciated other embodiments.
Claims (6)
1. continuous piling wall under a construction ground, it is characterised in that: include concrete (9), multiple stake holes A(1), multiple steel reinforcement cage A
(2), many tubing (3), multiple sealing rod (4), multiple mould one (5), multiple mould two (6), multiple stake holes B(7) and many
Individual steel reinforcement cage B(8), described multiple stake holes A(1) and multiple stake holes B(7) set the periphery at building foundation pit, multiple stake holes A
(1) with multiple stake holes B(7) replace successively and intersect setting, each stake holes B(7) and intersect stake holes A(1 arranged with it) between
Being equipped with an overlapping region, in each described overlapping region, all couplings are provided with a mould two (6), each stake holes A(1)
The most vertically be provided with a steel reinforcement cage A(2), each stake holes A(1) in be positioned at steel reinforcement cage A(2) and mould two (6) between be vertically arranged
Having a tubing (3), the tube wall of every described tubing (3) is the most vertically provided with elongated opening, described opening is with adjacent
Mould two (6) stick together closely, the most elongated on the inwall of every tubing (3) and outer wall be fixed with multiple sealing rod
(4), a mould one (5), described mould one (5) outer wall and this tubing (3) inwall and institute it are provided with in every tubing (3)
Corresponding mould two (6) lateral wall laminating, the outer wall of each described mould one (5) is equipped with multiple fixing groove, described
Multiple fixing grooves and multiple sealing rods (4) one_to_one corresponding on tubing (3) inwall and the setting that matches；In each stake holes A(1) in
Regional perfusion concrete (9) in addition to tubing (3) forms stake A, after described concrete (9) reaches requirement of strength, extracts all
Mould one (5) and all of mould two (6), in each stake holes B(7) in be vertically arranged a steel reinforcement cage B(8), in multiple stakes
Hole A(1) and multiple stake holes B(7) in non-concrete perfusion (9) region continue concrete perfusion (9) formed stake B.
Continuous piling wall under a kind of construction ground the most according to claim 1, it is characterised in that: described multiple steel reinforcement cage A(2)
Cross section be rectangle.
Piling wall continuously under a kind of construction ground the most according to claim 1, it is characterised in that: the inwall of every tubing (3) with
And the most elongated on outer wall be fixed with two sealing rods (4), two sealing rods (4) being fixed on the inwall of every tubing (3) and
Two sealing rod (4) one_to_one corresponding on outer wall are arranged, and are positioned at the opening both sides of tubing (3).
Continuous piling wall under a kind of construction ground the most according to claim 1, it is characterised in that: each described steel reinforcement cage B(8)
Both sides are fixing with one end of many reinforcing bars (10) respectively to be connected, the other end the opening by tubing (3) of many described reinforcing bars (10)
Mouth stretches in the tubing (3) of correspondence.
5. continuous piling wall under a construction ground, it is characterised in that: include concrete (9), multiple stake holes A(1), multiple steel reinforcement cage A
(2), multiple mould one (5), multiple mould two (6), multiple stake holes B(7) and multiple steel reinforcement cage B(8), described multiple stake holes
A(1) with multiple stake holes B(7) set the periphery at building foundation pit, multiple stake holes A(1) with multiple stake holes B(7) alternately also phase successively
Hand over and arrange, each stake holes B(7) and intersect stake holes A(1 arranged with it) between be equipped with an overlapping region, each described in
In overlapping region all coupling be provided with a mould two (6), each stake holes A(1) in be vertically provided with a steel reinforcement cage A(2), each
Stake holes A(1) in be positioned at steel reinforcement cage A(2) and mould two (6) between be vertically arranged with a mould one (5), described mould one
(5) stick together closely with adjacent mould two (6)；In each stake holes A(1) in concrete perfusion (9) formed stake A, institute
After the concrete (9) stated reaches requirement of strength, extract all of mould one (5) and all of mould two (6), in each stake holes B
(7) be vertically arranged a steel reinforcement cage B(8 in), in multiple stake holes A(1) and multiple stake holes B(7) in the district of non-concrete perfusion (9)
Territory is continued concrete perfusion (9) and is formed stake B.
Continuous piling wall under a kind of construction ground the most according to claim 5, it is characterised in that: described multiple steel reinforcement cage A(2)
Cross section be rectangle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620625058.XU CN205857166U (en) | 2016-06-23 | 2016-06-23 | Continuous piling wall under a kind of construction ground |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620625058.XU CN205857166U (en) | 2016-06-23 | 2016-06-23 | Continuous piling wall under a kind of construction ground |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205857166U true CN205857166U (en) | 2017-01-04 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620625058.XU Expired - Fee Related CN205857166U (en) | 2016-06-23 | 2016-06-23 | Continuous piling wall under a kind of construction ground |
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| Country | Link |
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| CN (1) | CN205857166U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105887867A (en) * | 2016-06-23 | 2016-08-24 | 邱树贵 | Construction underground continuous piling wall and construction method thereof |
-
2016
- 2016-06-23 CN CN201620625058.XU patent/CN205857166U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105887867A (en) * | 2016-06-23 | 2016-08-24 | 邱树贵 | Construction underground continuous piling wall and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170104 Termination date: 20190623 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |