CN206477337U - A kind of steel-pipe pile construction of diaphragm wall guider - Google Patents
A kind of steel-pipe pile construction of diaphragm wall guider Download PDFInfo
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- CN206477337U CN206477337U CN201720108701.6U CN201720108701U CN206477337U CN 206477337 U CN206477337 U CN 206477337U CN 201720108701 U CN201720108701 U CN 201720108701U CN 206477337 U CN206477337 U CN 206477337U
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- 238000010276 construction Methods 0.000 title claims abstract description 39
- 230000003137 locomotive effect Effects 0.000 claims description 3
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 3
- 229910000831 Steel Inorganic materials 0.000 claims description 2
- 239000010959 steel Substances 0.000 claims description 2
- 238000000034 method Methods 0.000 abstract 1
- 238000007789 sealing Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
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Abstract
The utility model is related to foundation pit enclosure and a kind of steel-pipe pile construction of diaphragm wall guider in pile foundation engineering field, including leading truck (3), guide rod (4), it is oriented to the part of control wheel (5) three, guiding control wheel (5) therein wraps axially directed control wheel and is oriented to two kinds of control wheel with reversing, guide rod (4) is connected with leading truck (3), control wheel (5) is oriented to be connected with guide rod (4), perpendicularity and flatness of the steel-pipe pile (1) in pile driving process can be controlled by being oriented to control wheel (5), guide rod (4) therein may be configured as comprising outside control cabinet (8), internal movable case (7), the combining structure of the part of oil cylinder (9) three, so as to conveniently realize the flexible of guide rod (4), the utility model can accurately control pile sinking perpendicularity and flatness, speed of application is fast, low cost.
Description
Technical field
The utility model is related to foundation pit enclosure and pile foundation engineering field in Geotechnical Engineering field.
Background technology
Steel-pipe pile diaphragm wall is by being connected between the adjacent stake of steel-pipe pile between the stake of setting sealing earth-retaining, many steel-pipe piles being existed
It is linked to be the continuous wall for being capable of earth-retaining sealing during construction as foundation pit enclosure structure, can recycling entirely.Steel-pipe pile diaphragm wall
Set double buckle to be socketed between adjacent steel-pipe pile, found in work progress, it is parallel between construction perpendicularity and adjacent studs
Degree is especially important to quality control on construction and speed of application to be solved, it is necessary to take further measures.
The content of the invention
The purpose of this utility model is to provide a kind of steel-pipe pile construction of diaphragm wall guider, and the guider can conveniently have
The construction perpendicularity and flatness of effect ground control steel-pipe pile diaphragm wall, efficiency high, speed are fast.
The steel-pipe pile construction of diaphragm wall guider includes leading truck, guide rod, is oriented to the part of control wheel three, therein to lead
Two kinds of control wheel is oriented to reversing including axially directed control wheel to control wheel, axially directed control wheel is to control steel-pipe pile along stake
The utensil that can be rolled of axis direction positioning, reverses and is oriented to control wheel to control steel-pipe pile to roll around what stake axis direction rotated
Utensil, guide rod is connected with leading truck, is oriented to control wheel and is connected with guide rod.
In above-mentioned steel-pipe pile construction of diaphragm wall guider, above-mentioned guide rod be can make guiding control wheel relative to
Mobile utensil is connected between steel-pipe pile or stake.
In above-mentioned steel-pipe pile construction of diaphragm wall guider, above-mentioned leading truck includes two layers or multilayer knot up and down
Structure, is connected between Rotating fields by column up and down.
In above-mentioned steel-pipe pile construction of diaphragm wall guider, above-mentioned guiding control wheel is with being oriented to by rotary shaft
The tubular structure of bar connection.
In above-mentioned steel-pipe pile construction of diaphragm wall guider, above-mentioned guide rod includes outside control cabinet, internal shifting
Dynamic case, the part of oil cylinder three, outside control cabinet therein are connected with leading truck, and internal movable case is by rotary shaft with being oriented to control wheel
Connection, is connected between internal movable case and outside control cabinet by oil cylinder.
In above-mentioned steel-pipe pile construction of diaphragm wall guider, above-mentioned leading truck is with possessing the mechanical bottom of locomotive function
Seat connection.
Steel-pipe pile construction of diaphragm wall guider of the present utility model, can quickly realize that the plug of steel-pipe pile diaphragm wall is applied
Work, and the perpendicularity and flatness of steel-pipe pile diaphragm wall can be effectively accurately controlled, available for pattern foundation pit supporting structure and pile foundation engineering, peace
Complete reliable, speed of application is fast, and cost is low.
Brief description of the drawings
Fig. 1 is that a kind of only steel-pipe pile including axially directed control wheel used in one embodiment of the present utility model is continuous
Wall construction guiding device top view；
Fig. 2 is that one kind used in one embodiment of the present utility model includes axially directed control wheel with reversing guiding control
The steel-pipe pile construction of diaphragm wall guider top view of wheel；
Fig. 3 is a kind of leading truck of steel-pipe pile construction of diaphragm wall guider used in one embodiment of the present utility model
Side view；
Fig. 4 is the first of a kind of steel-pipe pile construction of diaphragm wall guider used in one embodiment of the present utility model
It is oriented to control wheel and the guide rod structure detail of construction；
Fig. 5 is second of a kind of steel-pipe pile construction of diaphragm wall guider used in one embodiment of the present utility model
It is oriented to control wheel and the guide rod structure detail of construction.
Embodiment
As one embodiment of the present utility model as shown in Fig. 1~Fig. 5, steel pipe of the present utility model is mainly introduced
The structure construction and operation principle of stake construction of diaphragm wall guider.In the present embodiment, as shown in FIG. 1 to 3, steel-pipe pile connects
Continuous wall construction guiding device includes leading truck (3), guide rod (4), is oriented to the part of control wheel (5) three, guiding control wheel therein
(5) wrap axially directed control wheel and be oriented to two kinds of control wheel with reversing, in Fig. 1, give the planar cloth of axially directed control wheel
Schematic diagram is put, axially directed control wheel is located at the not homonymy of steel-pipe pile (1) respectively, so that the plane position of controllable steel-pipe pile (1)
Put, and relative can be rolled between steel-pipe pile (1) and guiding control wheel (5), therefore steel-pipe pile (1) is sinking to soil body work progress
In, may be such that steel-pipe pile (1) be maintained at be oriented to control wheel (5) place plan-position it is motionless, so as to effectively control steel-pipe pile (1)
Perpendicularity.In the present embodiment, two layers or more than two layers of guiding control wheel (5), the i.e. difference in steel-pipe pile (1) can be set
Height and position sets guiding control wheel (5) as shown in Figure 1, it can be ensured that edge stake axle of the steel-pipe pile (1) during piling construction
The positioning in line direction, in the present embodiment, can by guiding control wheel (5) as shown in Figure 1 according to diagonally disposed in the upper of taper pile
Hypomere, can control the gradient of taper pile construction.In the present embodiment, steel-pipe pile diaphragm wall is during piling construction, often
Occur torsion problem, under the influence of a pile positioning and the construction flatness of steel-pipe pile diaphragm wall, therefore need to set torsion be oriented to control
Ratch, as shown in Figure 2.In fig. 2, it is identical with Fig. 1,2 pairs of axially directed control wheels are arranged, in addition, compared to Figure 1, increase
Reverse for a pair and to be oriented to control wheels, reverse the plane position for being oriented to connector (2) between stake of the control wheel by controlling steel-pipe pile (1)
Put, axis of the connector (2) not further around steel-pipe pile (1) during piling construction is reversed between making stake.In the present embodiment, it is oriented to
Bar (4) is connected with leading truck (3), is oriented to control wheel (5) and is connected with guide rod (4).In the present embodiment, guide rod (4) is can
The utensil that moves or stretch on leading truck (3) makes guiding control wheel (5) to be moved on guide rod (4), so just may be used
To realize that moderately connector (2) and the space being oriented between control wheel (5) are big between regulation steel-pipe pile (1) and stake in work progress
It is small, also it is suitable for the change in size of connector (2) between different steel-pipe piles (1) and stake.In the present embodiment, leading truck (3) can be wrapped
Containing double-layer structure up and down, connected up and down between double-layer structure by column, as shown in Figure 3.In the present embodiment, it is oriented to control wheel
(5) it can be bearing or the tubular structure being connected by rotary shaft (6) with guide rod (4) as shown in Figure 4.In order to
It is easy to constructing operation, in the present embodiment, above-mentioned guide rod (4) can be designed as shown in Figure 5 comprising outside control cabinet
(8), internal movable case (7), the combining structure of the part of oil cylinder (9) three, outside control cabinet (8) therein are connected with leading truck (3),
Internal movable case (7) by rotary shaft (6) be oriented to control wheel (5) be connected, internal movable case (7) with outside control cabinet (8) it
Between by oil cylinder (9) connect, between internal movable case (7) and oil cylinder (9), outside control cabinet (8) and oil cylinder (9) between can use
(10) connection is sold, also can be using other type of attachment connections.In the present embodiment, tied using guide rod (4) as shown in Figure 5
Configuration formula, can easily control to be oriented to the flexible of control wheel (5), efficiency of construction is high by oil cylinder (9).In the present embodiment, lead
It can be connected to frame (3) with possessing the mechanical pedestal of locomotive function, mechanical pedestal can use walking or track structure, in order to
Leading truck (3) is quickly moved in work progress.
This patent includes but is not limited to alternative other construction methods used of professional person in the art.
Claims (6)
1. a kind of steel-pipe pile construction of diaphragm wall guider, it is characterized in that including leading truck (3), guide rod (4), being oriented to control wheel
(5) three parts, guiding control wheel (5) therein includes axially directed control wheel and is oriented to two kinds of control wheel with reversing, axially directed
The utensil that can be rolled that control wheel positions for control steel-pipe pile (1) along stake axis direction, it is control steel pipe to reverse and be oriented to control wheel
Stake (1) utensil that can be rolled for rotate around stake axis direction, guide rod (4) is connected with leading truck (3), guiding control wheel (5) and
Guide rod (4) is connected.
2. steel-pipe pile construction of diaphragm wall guider according to claim 1, it is characterized in that above-mentioned guide rod (4) is energy
Enough make guiding control wheel (5) relative to utensil that (2) movement is connected between steel-pipe pile (1) or stake.
3. steel-pipe pile construction of diaphragm wall guider according to claim 1, it is characterized in that above-mentioned leading truck (3) is included
Two layers or sandwich construction, are connected between Rotating fields by column up and down up and down.
4. steel-pipe pile construction of diaphragm wall guider according to claim 1, it is characterized in that above-mentioned guiding control wheel (5)
For the tubular structure being connected by rotary shaft (6) with guide rod (4).
5. steel-pipe pile construction of diaphragm wall guider according to claim 1, it is characterized in that above-mentioned guide rod (4) is included
Outside control cabinet (8), internal movable case (7), the part of oil cylinder (9) three, outside control cabinet (8) therein are connected with leading truck (3),
Internal movable case (7) by rotary shaft (6) be oriented to control wheel (5) be connected, internal movable case (7) with outside control cabinet (8) it
Between pass through oil cylinder (9) connect.
6. steel-pipe pile construction of diaphragm wall guider according to claim 1, it is characterized in that above-mentioned leading truck (3) and tool
The mechanical pedestal of standby locomotive function is connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720108701.6U CN206477337U (en) | 2017-02-04 | 2017-02-04 | A kind of steel-pipe pile construction of diaphragm wall guider |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720108701.6U CN206477337U (en) | 2017-02-04 | 2017-02-04 | A kind of steel-pipe pile construction of diaphragm wall guider |
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| Publication Number | Publication Date |
|---|---|
| CN206477337U true CN206477337U (en) | 2017-09-08 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201720108701.6U Active CN206477337U (en) | 2017-02-04 | 2017-02-04 | A kind of steel-pipe pile construction of diaphragm wall guider |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110725302A (en) * | 2019-10-25 | 2020-01-24 | 浙江省地矿建设有限公司 | Construction method of prefabricated cast-in-place combined underground diaphragm wall |
| CN115262618A (en) * | 2022-09-21 | 2022-11-01 | 南通市海洋水建工程有限公司 | Boosting station steel structure foundation construction matching tool and method thereof |
-
2017
- 2017-02-04 CN CN201720108701.6U patent/CN206477337U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110725302A (en) * | 2019-10-25 | 2020-01-24 | 浙江省地矿建设有限公司 | Construction method of prefabricated cast-in-place combined underground diaphragm wall |
| CN110725302B (en) * | 2019-10-25 | 2021-12-07 | 浙江省地矿建设有限公司 | Construction method of prefabricated cast-in-place combined underground diaphragm wall |
| CN115262618A (en) * | 2022-09-21 | 2022-11-01 | 南通市海洋水建工程有限公司 | Boosting station steel structure foundation construction matching tool and method thereof |
| CN115262618B (en) * | 2022-09-21 | 2023-09-01 | 南通市海洋水建工程有限公司 | Matched tooling and method for construction of booster station steel structure foundation |
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| GR01 | Patent grant | ||
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| TR01 | Transfer of patent right |
Effective date of registration: 20181107 Address after: 200086 502, room 4, Lane 306, Helen Road, Hongkou District, Shanghai. Patentee after: Shanghai Solid Earth Rock Engineering Co., Ltd. Address before: 200086 502, room 4, Lane 306, Helen Road, Hongkou District, Shanghai. Patentee before: Zhang Jihong |