CN207176679U - A kind of steel-pipe pile plants pile driving construction system - Google Patents
A kind of steel-pipe pile plants pile driving construction system Download PDFInfo
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- CN207176679U CN207176679U CN201721201619.4U CN201721201619U CN207176679U CN 207176679 U CN207176679 U CN 207176679U CN 201721201619 U CN201721201619 U CN 201721201619U CN 207176679 U CN207176679 U CN 207176679U
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- pipe pile
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Abstract
The utility model provides a kind of steel-pipe pile and plants pile driving construction system, and it includes steel-pipe pile, and the steel-pipe pile is fixed on riverbed vertically, and Bailey beam is supported by between the top of the steel-pipe pile and riverbed；Pile foundation equipment erecting bed is installed at the top of Bailey beam, the end of the pile foundation equipment erecting bed is fixedly connected with rigid mount by pin, hoist engine is fixed with pile foundation equipment erecting bed, steel wire rope is connected with the hoist engine, the other end of the steel wire rope is connected with tup around supporting construction.It can solve the problem that the problems such as cultivation stake security risk waterborne is big, construction is cumbersome, cost is higher in the prior art.
Description
Technical field
It the utility model is related to a kind of steel-pipe pile construction system, and in particular to a kind of steel-pipe pile plants pile driving construction system, belongs to
Underwater construction field.
Background technology
Trestle or platform generally require steel-pipe pile as brace foundation in water, conventional implementation be vibration hammer inserting piling with
Meet requirement for bearing capacity, use vibration hammer inserting piling construct necessary condition for inserting piling position must be fulfilled for must coating want
Ask, for the geological conditions such as shallow overburden, naked rock or cobble, boulder, erratic boulder, can not be realized by vibration hammer inserting piling, it is necessary to logical
Cross cultivation stake technique pile.Current cultivation stake waterborne plants stake, the party by pontoon or buoyancy tank transportation by driving rig to stake position, pore-forming is planted mostly
Method is floating operation, and security risk is big, and material need to be transported repeatedly, also needs lifting appliance waterborne to complete, and construction is cumbersome, cost compared with
It is high.
Chinese patent literature 201410345487.7（Application number）Describe a kind of steel pile casting and draw hole cultivation pile constructing process, only
Describe the method planted stake by drawing hole and realize that casing takes root, construction precision requires higher, realize it is more difficult, and be not directed to as
What borehole cleaning, guiding construction effect is little, and operating expenses is higher.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of steel-pipe pile and plants pile driving construction system, can solve the problem that existing
The problems such as stake security risk is big, construction is cumbersome, cost is higher are planted in technology reclaimed water.
In order to realize above-mentioned technical characteristic, what the purpose of this utility model was realized in：A kind of steel-pipe pile is planted stake and applied
Work system, it includes steel-pipe pile, and the steel-pipe pile is fixed on riverbed vertically, is supported between the top of the steel-pipe pile and riverbed
There is Bailey beam；Pile foundation equipment erecting bed is installed at the top of Bailey beam, the end of the pile foundation equipment erecting bed passes through pin
Rigid mount is fixedly connected with, hoist engine is fixed with pile foundation equipment erecting bed, steel wire rope is connected with the hoist engine, it is described
The other end of steel wire rope is connected with tup around supporting construction.
One end of the rigid mount is supported in Bailey beam, is extended outside the other end on the water surface.
The supporting construction includes fixed mount, standing wire axle wheel is provided with the top of the fixed mount, in the end of rigid mount
Cable pulley is installed, the steel wire rope bypasses standing wire axle wheel and cable pulley simultaneously.
The rigid mount uses shaped steel frame, two is arranged in Bailey beam, its spacing exceedes steel-pipe pile diameter.
It is connected at the mating connection of the pile foundation equipment erecting bed and rigid mount using ledge structure staggeredly.
The cable pulley is demountable structure, and surface end is extended outside rigid mount.
The tup diameter is more than steel-pipe pile diameter.
The utility model has the advantages that：
A kind of steel-pipe pile provided by the utility model plants pile driving construction system, can be in existing platform or place by Overwater floating
Operation is completely converted into fixed platform operation, no submarine survey work, overcomes precipitous riverbed pore-forming hardly possible by small stroke punching
Problem, using most of boring mud in slag cylinder cleaning eye is drawn, change water body proportion in hole by launching bagged cement part pulping, it is real
Existing bottom boring mud suspends, and so as to remove bottom hole boring mud, ensure that pile foundation quality.The structure of the utility model device is simple, applies
Work is easy for installation, and measurement and positioning is simple, securely and reliably.
Brief description of the drawings
The utility model is described in further detail with reference to the accompanying drawings and examples.
Fig. 1 is overall structure diagram of the present utility model.
In figure：Bailey beam 1, steel-pipe pile 2, pile foundation equipment erecting bed 3, hoist engine 4, steel wire rope 5, standing wire axle wheel 6, fixed mount
7th, rigid mount 8, cable pulley 9, pin 10, tup 11, riverbed 12.
Embodiment
Embodiment of the present utility model is described further below in conjunction with the accompanying drawings.
Referring to Fig. 1, a kind of steel-pipe pile plants pile driving construction system, and it includes steel-pipe pile 2, and the steel-pipe pile 2 is fixed on river vertically
On bed 12, Bailey beam 1 is supported by between the top of the steel-pipe pile 2 and riverbed 12；Pile foundation is installed at the top of Bailey beam 1 to set
Standby erecting bed 3, the end of the pile foundation equipment erecting bed 3 are fixedly connected with rigid mount 8 by pin 10, are installed in pile foundation equipment
Hoist engine 4 is fixed with platform 3, steel wire rope 5 is connected with the hoist engine 4, the other end of the steel wire rope 5 bypasses supporting construction
It is connected with tup 11.
Further, one end of the rigid mount 8 is supported in Bailey beam 1, is extended outside the other end on the water surface.
Further, the supporting construction includes fixed mount 7, and the top of the fixed mount 7 is provided with standing wire axle wheel 6,
The end of rigid mount 8 is provided with cable pulley 9, and the steel wire rope 5 bypasses standing wire axle wheel 6 and cable pulley 9 simultaneously.Pass through described support knot
Structure ensure that steel wire rope 5 can be pulled smoothly, while be effectively reduced frictional force.
Further, the rigid mount 8 uses shaped steel frame, two is arranged in Bailey beam 1, its spacing exceedes steel-pipe pile 2
Diameter.It ensure that the intensity of total.
Further, the pile foundation equipment erecting bed 3 at the mating connection of rigid mount 8 using ledge structure staggeredly with being matched somebody with somebody
Close connection.Fixed effect is ensure that by using ledge structure staggeredly.
Further, the cable pulley 9 is demountable structure, and surface end is extended outside rigid mount 8.Outside described
Stretch end and ensure that tup 11 is located at the water surface.
Further, the diameter of tup 11 is more than the diameter of steel-pipe pile 2.And then larger impulsive force is ensure that, it ensure that
Impact effect.
The construction technology of pile driving construction device is planted using steel-pipe pile, is comprised the following steps：
The first, pile foundation equipment platform 3 and rigid mount 8 are installed, by measurement, design steel pipe need to be set by being found out on rigid mount 8
2 centers of stake, install and fix cable pulley 9, it is ensured that the vertical stretching rear center position of steel wire rope 5 is identical with pile center position；
The 2nd, hoist engine 4, steel wire rope 5 are installed, tup 11 is lifted by crane to construction hole position and and steel wire rope using the crane on platform
5 fix, and transfer tup 11, and small stroke punching is to designing hole depth；
3rd, drawing slag cylinder cleaning boring mud using crane lifting can not extremely clear up, then toward putting into bagged cement, the small punching of tup in hole
Cheng Chong is pounded, and local pulping in hole, bottom hole boring mud is suspended in cement grout；
The 4th, first sealing concrete hopper and conduit are installed on rigid mount 8, pour underwater concrete, after the completion of remove at once
First sealing concrete hopper and conduit, leading truck is installed, crane lifting vibration hammer, clamps steel-pipe pile 2, the heavy steel-pipe pile 2 that shakes is to design
Absolute altitude.
The above embodiments are only optimal technical scheme of the present utility model, and are not construed as limit of the present utility model
System, the technical scheme that the scope of protection of the utility model should be recorded with claim, including the technical scheme that claim is recorded
The equivalents of middle technical characteristic are protection domain.Equivalent substitution i.e. within this range is improved, also in the utility model
Protection domain within.
Claims (7)
1. a kind of steel-pipe pile plants pile driving construction system, it is characterised in that：It includes steel-pipe pile（2）, the steel-pipe pile（2）It is vertical fixed
In riverbed（12）On, the steel-pipe pile（2）And riverbed（12）Top between be supported by Bailey beam（1）；In Bailey beam（1）Top
Portion is provided with pile foundation equipment erecting bed（3）, the pile foundation equipment erecting bed（3）End pass through pin（10）It is fixedly connected with just
Property frame（8）, in pile foundation equipment erecting bed（3）On be fixed with hoist engine（4）, the hoist engine（4）On be connected with steel wire rope（5）,
The steel wire rope（5）The other end be connected with tup around supporting construction（11）.
2. a kind of steel-pipe pile plants pile driving construction system according to claim 1, it is characterised in that：The rigid mount（8）One end
It is supported on Bailey beam（1）On, extended outside the other end on the water surface.
3. a kind of steel-pipe pile plants pile driving construction system according to claim 1, it is characterised in that：The supporting construction includes fixing
Frame（7）, the fixed mount（7）Top standing wire axle wheel is installed（6）, in rigid mount（8）End cable pulley is installed（9）, institute
State steel wire rope（5）Bypass standing wire axle wheel simultaneously（6）And cable pulley（9）.
4. a kind of steel-pipe pile plants pile driving construction system according to claim 1, it is characterised in that：The rigid mount（8）Using type
Steelframe, in Bailey beam（1）Upper arrangement two, its spacing exceedes steel-pipe pile（2）Diameter.
5. a kind of steel-pipe pile plants pile driving construction system according to claim 1, it is characterised in that：The pile foundation equipment erecting bed
（3）With rigid mount（8）Mating connection at using staggeredly ledge structure be connected.
6. a kind of steel-pipe pile plants pile driving construction system according to claim 3, it is characterised in that：The cable pulley（9）To be detachable
Structure, installed in rigid mount（8）Extend surface end outside.
7. a kind of steel-pipe pile plants pile driving construction system according to claim 1, it is characterised in that：The tup（11）Diameter is more than
Steel-pipe pile（2）Diameter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721201619.4U CN207176679U (en) | 2017-09-19 | 2017-09-19 | A kind of steel-pipe pile plants pile driving construction system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721201619.4U CN207176679U (en) | 2017-09-19 | 2017-09-19 | A kind of steel-pipe pile plants pile driving construction system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207176679U true CN207176679U (en) | 2018-04-03 |
Family
ID=61746773
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721201619.4U Active CN207176679U (en) | 2017-09-19 | 2017-09-19 | A kind of steel-pipe pile plants pile driving construction system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207176679U (en) |
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2017
- 2017-09-19 CN CN201721201619.4U patent/CN207176679U/en active Active
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