CN208685633U - A kind of construction package drained for a long time conducive to engineering ground underground water or surface water - Google Patents
A kind of construction package drained for a long time conducive to engineering ground underground water or surface water Download PDFInfo
- Publication number
- CN208685633U CN208685633U CN201821797295.XU CN201821797295U CN208685633U CN 208685633 U CN208685633 U CN 208685633U CN 201821797295 U CN201821797295 U CN 201821797295U CN 208685633 U CN208685633 U CN 208685633U
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- Prior art keywords
- steel
- steel cylinder
- water
- concrete foundation
- drained
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 41
- 238000010276 construction Methods 0.000 title claims abstract description 21
- 239000002352 surface water Substances 0.000 title claims abstract description 15
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 93
- 239000010959 steel Substances 0.000 claims abstract description 93
- 238000003466 welding Methods 0.000 claims abstract description 9
- 230000009193 crawling Effects 0.000 claims description 3
- -1 feature It is Substances 0.000 claims 1
- 238000000034 method Methods 0.000 description 5
- 238000012876 topography Methods 0.000 description 4
- 230000015271 coagulation Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 238000007781 pre-processing Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000011159 matrix material Substances 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
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Abstract
The utility model provides a kind of construction package drained for a long time conducive to engineering ground underground water or surface water, steel cylinder including standing on ground, the concrete foundation of steel cylinder lower part is set, the draining steel pipe of steel cylinder bottom side one end is set, check valve is equipped in the draining steel pipe, welding is for fixed or lifting point steel plate with holes on the steel cylinder, earth anchor is arranged on the concrete foundation periphery, by the earth anchor and the fixed tension rib welding of steel plate with holes, pull ring button is set on the fixed tension rib, in the steel barrel top, several waterpipe jointings are set, dredging hole is set on the draining steel pipe, water-level observation transparent pipe is arranged in steel cylinder side.The utility model structure can be single practical, can also be used simultaneously in parallel or series by multiple identical structures.
Description
Technical field
The utility model is constructed suitable for foundation pit Yield rainfall relation, belongs to foundation pit Yield rainfall relation engineering field, and in particular to Yi Zhongli
In the construction package that engineering ground underground water or surface water drain for a long time.
Background technique
Foundation pit Yield rainfall relation engineering is the important link of foundation pit and underlying security construction, is applied to deep pit monitor and underlying security
Tool plays an important role.In practice of construction, often encounter that engineering ground topography is lower, and engineering ground range is larger, circumferentially
A large amount of water bodys such as gesture is higher, causes easy ponding in engineering ground, and rainwater, life or construction water, dewatering well draw water drain into place
Outer more difficult, long-term ponding is bound to cause excavation slope and collapses or even the engineering accidents such as foundation deformation in place.
It is in line to outside place that existing foundation pit Yield rainfall relation mainly passes through water pump, or is laid with pipeline on foundation pit periphery, by dewatering well
Or underground water drain into pipeline after uniformly drain into outside place.There are following defects for the prior art: 1. when place range it is larger, lead to
Cross water pump connection water pipe water is in line to over-the-counter, this will cause place internal drainage pipeline intricate, seriously affect Other Engineering
Operation, and it is unfavorable for situations such as managing, be easy to causeing pipeline failure.2. laying collecting conduit for the unified row of water using top of the slope
It is substantially smooth to be suitable for topography inside and outside place to over-the-counter this method.When topography changes greatly in place, outside place topography competiting place
The water body of low-lying in place, need to be drained into over-the-counter high elevation region by high-land in ground, and prior art operation is relatively difficult to achieve.
In consideration of it, being badly in need of a kind of measure drained for a long time conducive to engineering ground underground water or surface water, the prior art is solved
Limitation.
Utility model content
In view of this, the main purpose of the utility model is conducive to engineering ground underground water there is provided one kind or surface water is long
The construction package of phase draining.
The technical solution adopted in the utility model are as follows:
A kind of construction package drained for a long time conducive to engineering ground underground water or surface water, the steel circle including standing on ground
Cylinder, is arranged in the concrete foundation of steel cylinder lower part, the draining steel pipe of steel cylinder bottom side one end is arranged in, set in the draining steel pipe
There is check valve, welding is for fixed or lifting point steel plate with holes on the steel cylinder, in concrete foundation periphery cloth
Earth anchor is set, the earth anchor and the fixed tension rib of steel plate with holes are welded, pull ring button is set on the fixed tension rib, in institute
It states steel barrel top and several waterpipe jointings is set, dredging hole, the setting of steel cylinder side are set on the draining steel pipe
Water-level observation transparent pipe.
Further, Simple crawling ladder is also welded in steel cylinder side.
Further, the steel cylinder and concrete foundation are fixed using angle steel, and the angle steel and concrete foundation use
Bolt is fixed, and the angle steel is used with steel cylinder and is welded and fixed.
Further, the steel drum diameter is 600~2000mm, and the steel cylinder heights are described between 3~12m
Steel wall thickness of cylinder is not less than 5mm.
Further, the concrete foundation is rectangular or round, and concrete strength is not less than C25, the coagulation soil matrix
Plinth bearing capacity is not less than 1.8 times of load in the case of the steel cylinder full water, and the concrete foundation area is not less than steel
5 times of cylinder section area.
Further, wirerope etc. can be selected in the fixed tension rib.
Further, the earth anchor is distributed in concrete foundation periphery, and earth anchor quantity is no less than three and should be uniformly distributed
On concrete foundation periphery.
The features such as the utility model has speed of application fast, and recycling can be recycled, and drainage effect is good, is convenient for operational administrative
Etc. advantages.
Detailed description of the invention
The utility model is described in detail below in conjunction with attached drawing.
Fig. 1 is the utility model schematic view of facade structure；
Fig. 2 is the utility model planar structure schematic diagram；
Fig. 3 is the utility model bottom connection schematic view of facade structure.
Specific embodiment
The utility model is described in detail below in conjunction with attached drawing and specific embodiment, in the signal of this utility model
Property embodiment and explanation be used to explain the utility model, but be not intended to limit the scope of the present invention.
Referring to figs. 1 to Fig. 3, the utility model provides a kind of to be drained conducive to engineering ground underground water or surface water for a long time
The concrete foundation 2 of 1 lower part of steel cylinder is arranged in construction package, the steel cylinder 1 including standing on ground, is arranged in steel cylinder 1
The draining steel pipe 3 of bottom side one end, the draining steel pipe 3 is interior to be equipped with check valve 4, and welding is for fixing or lifting by crane on the steel cylinder 1
The steel plate 8 with holes of point arranges earth anchor 9 on 2 periphery of concrete foundation, by the earth anchor 9 and steel plate 8 with holes fixation
Tension rib 10 welds, and pull ring button 11 is arranged on the fixed tension rib 10, several water pipes are arranged at the top of the steel cylinder 1 and connect
Mouth 12, is arranged dredging hole 13 on the draining steel pipe 3, and water-level observation transparent pipe 14 is arranged in 1 side of steel cylinder.
Also weld Simple crawling ladder 7 in 1 side of steel cylinder.The steel cylinder 1 is fixed using angle steel 5 with concrete foundation 2,
The angle steel 5 is fixed using bolt 6 with concrete foundation 2, and the angle steel 5 is used with steel cylinder 1 and is welded and fixed.The steel circle
1 diameter of cylinder is 600~2000mm, and for 1 height of steel cylinder between 3~12m, 1 wall thickness of steel cylinder is not less than 5mm.
The concrete foundation 2 is rectangular or round, and concrete strength is not less than C25, the concrete foundation 2 carrying
Power is not less than 1.8 times of load in the case of 1 full water of steel cylinder, and 2 area of concrete foundation is not less than steel cylinder
5 times of 1 area of section.
Wirerope can be selected in the fixed tension rib 10.
The earth anchor 9 is distributed in 2 periphery of concrete foundation, and 9 quantity of earth anchor is no less than three and should be evenly distributed in coagulation
2 periphery of earth foundation.Earth anchor (9) form is unlimited, but should provide enough anchor pulling force.
Originally it is that utility model additionally provides a kind of method of construction, includes the following steps:
Suitable position in engineering ground should be selected to build first, addressing should not influence other subdivisional works first in principle
It constructs or will affect and minimize, secondly addressing is considered as geological condition, should not be selected on more soft stratum and build, and such as returns
It bankets, muck soil etc..
Addressing can carry out concrete foundation construction after determining, concrete foundation the selection of material is not less than C25 concrete, basis
Thickness and foundation area determine that concrete foundation bearing capacity is not less than the 1.8 of top maximum total load head according to upper load size
Times.
Construction basis simultaneously steel cylinder can be processed, the joint weld of steel cylinder upper hose, holes at lateral wall steel plate welding,
Reserve the preprocessings such as drainage hole cutting in bottom.In addition, the peace such as laying, welding and the internal one-way valve of draining steel pipe, dredging hole
Dress all can preprocessing.
Earth anchor can be made on concrete foundation periphery in concrete foundation work progress, and will one section of fixed tension rib and earth anchor
It is connected firmly, the fixed tension rib other end is connected firmly with pull ring button.
After the completion of the above process construction, the steel cylinder processed is uprightly fixed in concrete foundation with crane, is used
Steel cylinder and concrete foundation are connected firmly by angle steel, bolt and the method for welding.
Fixed tension rib one is disconnected to be connected firmly with the perforated steel plate being welded, and the other end is connected firmly with pull ring button, passes through
It turns pull ring button to be strained and fixed tension rib, steel cylinder is made to be kept upright stabilization.
After steel cylinder is fixed, draining steel pipe and steel cylinder welding are carried out, prefabricated draining steel pipe and steel cylinder are welded
It connects securely, is fully welded and forbids leak.
Water-level observation transparent pipe is arranged in steel cylinder side, to grasp steel cylinder interior SEA LEVEL VARIATION situation in real time.
By water body in place, the rainwater underground water collected including dewatering well extraction water, sump, catch pit domestic water,
Fire demand water etc. is drained into the utility model component by water pump, is uniformly drained into water body outside the venue by the utility model structure.
The utility model structure can be single practical, can also be used simultaneously in parallel or series by multiple identical structures.
Technical solution disclosed in the utility model embodiment is described in detail above, it is used herein specifically
Embodiment is expounded the principle and embodiment of the utility model embodiment, and the explanation of above embodiments is only applicable to
Help understands the principle of the utility model embodiment；At the same time, for those skilled in the art, it is real according to the utility model
Example is applied, there will be changes in terms of specific embodiments and scope of application, in conclusion the content of the present specification should not be understood
For limitations of the present invention.
Claims (7)
1. a kind of construction package drained for a long time conducive to engineering ground underground water or surface water, which is characterized in that including standing on
The concrete foundation (2) in steel cylinder (1) lower part is arranged in the steel cylinder (1) on ground, is arranged in steel cylinder (1) bottom side one end
It drains steel pipe (3), is equipped with check valve (4) in the draining steel pipe (3), welding is for fixed or lifting point on the steel cylinder (1)
Steel plate (8) with holes, the concrete foundation (2) periphery arrange earth anchor (9), by the earth anchor (9) and steel plate with holes
(8) it is welded with fixed tension rib (10), pull ring button (11) is set on the fixed tension rib (10), pushed up in the steel cylinder (1)
Several waterpipe jointings (12) are arranged in portion, dredging hole (13) are arranged on the draining steel pipe (3), steel cylinder (1) side
It is arranged water-level observation transparent pipe (14).
2. the construction package according to claim 1 drained for a long time conducive to engineering ground underground water or surface water, feature
It is, Simple crawling ladder (7) are also welded in steel cylinder (1) side.
3. the construction package according to claim 1 drained for a long time conducive to engineering ground underground water or surface water, feature
It is,
The steel cylinder (1) and concrete foundation (2) are fixed using angle steel (5), and the angle steel (5) is adopted with concrete foundation (2)
Fixed with bolt (6), the angle steel (5) uses with steel cylinder (1) and is welded and fixed.
4. the construction package according to claim 1 drained for a long time conducive to engineering ground underground water or surface water, feature
It is, steel cylinder (1) diameter is 600~2000mm, and the steel cylinder (1) is highly between 3~12m, the steel cylinder
(1) wall thickness is not less than 5mm.
5. the construction package according to claim 1 drained for a long time conducive to engineering ground underground water or surface water, feature
It is, the concrete foundation (2) is rectangular or round, and concrete strength is not less than C25, the concrete foundation (2) carrying
Power is not less than 1.8 times of load in the case of steel cylinder (1) full water, and concrete foundation (2) area is not less than steel
5 times of cylinder (1) area of section.
6. the construction package according to claim 1 drained for a long time conducive to engineering ground underground water or surface water, feature
It is, wirerope etc. can be selected in the fixed tension rib (10).
7. the construction package according to claim 1 drained for a long time conducive to engineering ground underground water or surface water, feature
It is, the earth anchor (9) is distributed in concrete foundation (2) periphery, and earth anchor (9) quantity is no less than three and should be evenly distributed in mixed
Solidifying earth foundation (2) periphery.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821797295.XU CN208685633U (en) | 2018-11-02 | 2018-11-02 | A kind of construction package drained for a long time conducive to engineering ground underground water or surface water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821797295.XU CN208685633U (en) | 2018-11-02 | 2018-11-02 | A kind of construction package drained for a long time conducive to engineering ground underground water or surface water |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208685633U true CN208685633U (en) | 2019-04-02 |
Family
ID=65890078
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821797295.XU Expired - Fee Related CN208685633U (en) | 2018-11-02 | 2018-11-02 | A kind of construction package drained for a long time conducive to engineering ground underground water or surface water |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208685633U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109881684A (en) * | 2019-04-08 | 2019-06-14 | 江苏建筑职业技术学院 | A kind of moisture-proof drainage facility of foundation pit civil construction |
-
2018
- 2018-11-02 CN CN201821797295.XU patent/CN208685633U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109881684A (en) * | 2019-04-08 | 2019-06-14 | 江苏建筑职业技术学院 | A kind of moisture-proof drainage facility of foundation pit civil construction |
| CN109881684B (en) * | 2019-04-08 | 2024-03-15 | 江苏建筑职业技术学院 | Dampproofing water facility of foundation ditch civil engineering construction |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190402 |
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| CF01 | Termination of patent right due to non-payment of annual fee |