CN208934101U - A kind of pump lock foundation pit enclosure structure - Google Patents
A kind of pump lock foundation pit enclosure structure Download PDFInfo
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- CN208934101U CN208934101U CN201821358240.9U CN201821358240U CN208934101U CN 208934101 U CN208934101 U CN 208934101U CN 201821358240 U CN201821358240 U CN 201821358240U CN 208934101 U CN208934101 U CN 208934101U
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- concrete
- pump
- lock chamber
- steel pipe
- foundation pit
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Abstract
The utility model discloses a kind of pump lock foundation pit enclosure structure, it include: the continuous wall construction of campshed, it is laid in close to the side of building, the continuous wall construction of campshed includes: the reinforced concrete root pile for being inserted vertically into underground, two rows of vertical concrete filling piles and the double high spray stake between the vertical concrete filling pile of the two rows and the horizontal reinforcement concrete crown beam set on ground, and the horizontal reinforcement concrete crown beam is set to the top of the concrete filling pile and double high spray stake；Pump house section is provided close to the side on the anti-slope of energy in river, and a lock chamber distance is kept between the pump house section and the continuous wall construction of the campshed, and the side of the pump house section is equipped with pumping plant abutment pier；The support of lock chamber section is set in the lock chamber distance, and the lock chamber section support is made of steel pipe support, and one end of the steel pipe support connects the pumping plant abutment pier, and the other end of the steel pipe support connects the concrete filling pile.
Description
Technical field
The utility model relates to hydrotechnics fields, are a kind of intensive suitable for unilateral bank building more specifically
The pump lock foundation pit enclosure structure in region.
Background technique
Urban flood defence land reclamation pump lock engineering in general is arranged in the river mouth in inside and outside river, and pump lock engineering is because of layout of electro-mechanical equipment
It needs, bottom plate is generally below riverbed, and when construction, which generally requires to excavate, forms deeper foundation pit, due to the fast development in city, river
Two sides of mouth or the ratio comparatively dense such as side building and pipeline, can not carry out heavy excavation slope construction, enclose to need to carry out foundation pit
Shield and support, it is ensured that construction space and safety.
Utility model content
Since the prior art is there is above-mentioned technical problem, the application provides a kind of pump lock foundation pit enclosure structure, purpose
It is to solve the Composite Foundation Pit support issues under the conditions of asymmetric Construction, to mention under the execution conditions of city Hekou Area complexity
For a simple and practical and safe and reliable pump lock foundation pit enclosure structure.
In order to achieve the above technical purposes, the application uses following technological means:
A kind of pump lock foundation pit enclosure structure, comprising: the continuous wall construction of campshed is laid in close to the side of building, institute
The continuous wall construction of campshed is stated to include: the reinforced concrete root pile for being inserted vertically into underground, two rows of vertical concrete filling piles and be set to described
Double high spray stake between two rows of vertical concrete filling piles and the horizontal reinforcement concrete crown beam set on ground, the horizontal reinforcement concrete
Crown beam is set to the top of the concrete filling pile and double high spray stake；Pump house section is provided close to the side on the anti-slope of energy in river,
A lock chamber distance is kept between the pump house section and the continuous wall construction of the campshed, the side of the pump house section is equipped with pumping plant side
Pier；The support of lock chamber section is set in the lock chamber distance, and the lock chamber section support is made of steel pipe support, the steel pipe support
One end connect the pumping plant abutment pier, the other end of the steel pipe support connects the concrete filling pile.
It is preferred that the concrete pouring that the reinforced concrete root pile, concrete filling pile and reinforced concrete crown beam are C30 forms.
It is preferred that the high spray stake diameter is 500 millimeters, and stake overlaps 300 millimeters between double high spray stake.
It is preferred that being embedded with a steel plate in the pumping plant abutment pier, the steel plate is connect with the steel pipe support.
Due to using above-mentioned technological means, the pump lock foundation pit enclosure structure of the application is continuous by steel pipe support connection campshed
The pumping plant abutment pier of wall construction and pump house section, formation go along with sb. to guard him support system, provide pattern foundation pit supporting structure for sluice construction.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the application.
Specific embodiment
Below with reference to the embodiments and with reference to the accompanying drawing the technical solutions of the present invention will be further described.
Shown in Figure 1, Fig. 1 is the structural schematic diagram of the application.The pump lock foundation pit enclosure structure of the application includes: campshed
Continuous wall construction 1, pump house section 2 and lock chamber section support 3.
The continuous wall construction 1 of campshed is laid in close to the side of building 4.As shown in Figure 1, the continuous wall construction 1 of campshed
It include: the reinforced concrete root pile 11 for being inserted vertically into underground, two rows of vertical concrete filling piles 12 and the concrete vertical set on the two rows
Double high spray stake 13 between bored concrete pile 12 and the horizontal reinforcement concrete crown beam 14 set on ground, the horizontal reinforcement concrete crown beam 14
Set on the concrete filling pile 12 and the top of double high spray stake 13, the concrete filling pile 12 and double high spray are connected and fixed
Stake 13.
The reinforced concrete root pile, concrete filling pile and reinforced concrete crown beam are that the concrete pouring of C30 forms.The high spray stake is straight
Diameter is 500 millimeters, and stake overlaps 300 millimeters between double high spray stake, increases stability.
Pump house section 2 is provided close to the side on the anti-slope 6 of energy in river, the pump house section 2 and the continuous wall construction 1 of the campshed it
Between keep a lock chamber distance 5, the side of the pump house section 2 is equipped with pumping plant abutment pier 21.A steel is embedded in the pumping plant abutment pier 21
Plate 22, the steel plate 22 are connect with the steel pipe support 31.
Lock chamber section support 3 is set in the lock chamber distance, and the lock chamber section support is made of steel pipe support 31, the steel pipe
One end of support 31 connects the pumping plant abutment pier 21, and the other end of the steel pipe support 31 connects the concrete filling pile 12.This Shen
Please using the pumping plant abutment pier of 2 main structure of pump house section as a phase enclosure wall, half enclosure wall is saved, is reduced to support span,
Construction is simple is practical, safe and reliable, and the Composite Foundation Pit supporting construction under the conditions of the asymmetric Construction saved.
Embodiments described above is merely to illustrate the utility model rather than limitation the scope of the utility model.This
The equivalent changes and modifications that field technical staff does the utility model all should belong to the utility model the attached claims
The covering scope of book.
Claims (4)
1. a kind of pump lock foundation pit enclosure structure characterized by comprising
The continuous wall construction of campshed is laid in close to the side of building, and the continuous wall construction of campshed includes: to be inserted vertically into ground
Under reinforced concrete root pile, two rows of vertical concrete filling pile and double between the vertical concrete filling pile of two rows high spray
And horizontal reinforcement concrete the crown beam Zhuan
The top of stake；
Pump house section is provided close to the side on the anti-slope of energy in river, protects between the pump house section and the continuous wall construction of the campshed
A lock chamber distance is held, the side of the pump house section is equipped with pumping plant abutment pier；
The support of lock chamber section is set in the lock chamber distance, and the lock chamber section support is made of steel pipe support, the steel pipe support
One end connect the pumping plant abutment pier, the other end of the steel pipe support connects the concrete filling pile.
2. pump lock foundation pit enclosure structure according to claim 1, which is characterized in that the reinforced concrete root pile, concrete pouring
Stake and reinforced concrete crown beam are that the concrete pouring of C30 forms.
3. pump lock foundation pit enclosure structure according to claim 1, which is characterized in that the high spray stake diameter is 500 millimeters,
And stake overlaps 300 millimeters between double high spray stake.
4. pump lock foundation pit enclosure structure according to claim 1, which is characterized in that be embedded with a steel in the pumping plant abutment pier
Plate, the steel plate are connect with the steel pipe support.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821358240.9U CN208934101U (en) | 2018-08-22 | 2018-08-22 | A kind of pump lock foundation pit enclosure structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821358240.9U CN208934101U (en) | 2018-08-22 | 2018-08-22 | A kind of pump lock foundation pit enclosure structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208934101U true CN208934101U (en) | 2019-06-04 |
Family
ID=66718467
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821358240.9U Active CN208934101U (en) | 2018-08-22 | 2018-08-22 | A kind of pump lock foundation pit enclosure structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN208934101U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113322918A (en) * | 2021-06-09 | 2021-08-31 | 湖南省交通规划勘察设计院有限公司 | Novel construction method for rebuilding and expanding lock chamber section of ship lock |
-
2018
- 2018-08-22 CN CN201821358240.9U patent/CN208934101U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113322918A (en) * | 2021-06-09 | 2021-08-31 | 湖南省交通规划勘察设计院有限公司 | Novel construction method for rebuilding and expanding lock chamber section of ship lock |
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