CN209493914U - It constructs under the conditions of a kind of high water level spats - Google Patents
It constructs under the conditions of a kind of high water level spats Download PDFInfo
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- CN209493914U CN209493914U CN201821961660.6U CN201821961660U CN209493914U CN 209493914 U CN209493914 U CN 209493914U CN 201821961660 U CN201821961660 U CN 201821961660U CN 209493914 U CN209493914 U CN 209493914U
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- spats
- water level
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- high water
- diaphragm wall
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Abstract
The utility model discloses spats of constructing under the conditions of a kind of high water level, including the bearing platform that bottom of river channel is arranged, the anchoring being arranged in below bearing platform, the diaphragm wall spats being arranged on bearing platform, it is fixed on bearing platform and the side baffle being located on the outside of diaphragm wall spats and the protective dike for being fixedly mounted on diaphragm wall spats top；Protective dike is layed on sloping bank.The utility model using channel cleanout material in bank heap platform, beat cement mixing method and form diaphragm wall as spats by set, easy for construction to be easy, by channel cleanout material secondary use, without precipitation operation, the saving energy and expenses of labour.
Description
Technical field
The utility model relates to spats of constructing under the conditions of a kind of high water level.
Background technique
Channel is often referred to water channel, irrigation canals and ditches, is the channel of water flow.The infiltration, impact etc. of water flow in order to prevent in hydraulic engineering
Effect needs to be arranged channel protection levee slope, concrete is arranged mostly or stone material is protected.River is newly built or maintenance channel
When dykes and dams, present river bottom is needed to build construction river spats, river water level and level of ground water are relatively high, are unable to excavation construction river
Road spats, it is costly using well-points dewatering.
Utility model content
The purpose of the utility model is to overcome the defects of the prior art, provide a kind of easy for construction, saving of work and time height
It constructs under the conditions of water level spats.
To achieve the goals above, the technical solution that the utility model is taken is as follows:
It constructs under the conditions of a kind of high water level spats, including the bearing platform of bottom of river channel is arranged, is arranged under bearing platform
The anchoring of side, the diaphragm wall spats being arranged on bearing platform are fixed on bearing platform and are located on the outside of diaphragm wall spats
Side baffle and the protective dike for being fixedly mounted on diaphragm wall spats top；Protective dike is layed on sloping bank.
The diaphragm wall spats is broken into using channel cleanout material blended cement as a further improvement of the utility model,
Mixing pile is formed.
It is provided in the middle part of the bearing platform as a further improvement of the utility model, and accommodates the reserved of diaphragm wall spats
Slot, the reserved trench bottom are provided with liner plate, and liner plate is fixed as one with bearing platform.
The end that the bearing platform is located in river as a further improvement of the utility model, bends downward to be formed tiltedly
Ramp.
The ramp angle with horizontal plane is-degree as a further improvement of the utility model,.
The upper end of the side baffle is bent to form reinforcement-pushing plate outward as a further improvement of the utility model,；It is described
Reinforcement-pushing plate is located at the lower section of protective dike.
It is provided on the reinforcement-pushing plate as a further improvement of the utility model, and is supported on the oblique of protective dike lower part
Support.
The diagonal brace is fixedly mounted with protective dike by rivet clasp bolt as a further improvement of the utility model,.
The side baffle sticks on the bank of the side in river, the side block as a further improvement of the utility model,
The outside of plate is soil, and the inside of the side baffle is river water.
The anchoring uses screw anchor, provisional wood bolt or steel anchor rod as a further improvement of the utility model,
It is inserted into the soil of bottom of river channel.
Compared with prior art, it is had the beneficial effect that acquired by the utility model:
The utility model is spats of constructing under the conditions of being applied to river high water level, and river water level and level of ground water are relatively high,
Difficulty of construction is big for excavation construction river spats, costly using well-points dewatering, and the utility model is using channel cleanout material in bank
Side heap platform, set beats cement mixing method and forms diaphragm wall as spats, easy for construction easy, by the secondary benefit of channel cleanout material
With, without precipitation operation, the saving energy and expenses of labour；Below cement mixing method and bearing platform and side is respectively set in outside
Baffle can guarantee the firm and accurate positioning of diaphragm wall spats；The end that bearing platform is located in river bends downward to be formed
Ramp is provided with preformed groove on bearing platform, convenient for scraping at preformed groove the dredging material of bottom of river channel by ramp.
Detailed description of the invention
Attached drawing 1 is the structural schematic diagram of the utility model.
In the accompanying drawings:
1 river, 2 dredging material, 3 sloping banks, 4 bearing platforms, 5 anchorings, 6 liner plates, 7 ramps, 8 diaphragm wall spats, 9 side blocks
Plate, 10 reinforcement-pushing plates, 11 diagonal braces, 12 rivet clasp bolts, 13 protective dikes.
Specific embodiment
Further details of narration is carried out to the utility model below in conjunction with attached drawing.
As shown in Fig. 1, it constructs under the conditions of a kind of high water level spats, including the bearing platform 4 of 1 bottom of river is arranged, sets
The anchoring 5 below bearing platform 4, the diaphragm wall spats 8 being arranged on bearing platform 4 are set, is fixed on bearing platform 4 and position
In the outside of diaphragm wall spats 8 side baffle 9 and be fixedly mounted on the protective dike 13 on 8 top of diaphragm wall spats；Protective dike
13 are layed on sloping bank 3.The diaphragm wall spats 8 is to break into mixing pile using 2 blended cement of channel cleanout material to be formed.It is described to hold
The preformed groove for accommodating diaphragm wall spats 8 is provided in the middle part of galassing platform 4, the reserved trench bottom is provided with liner plate 6, liner plate 6 with hold
Galassing platform 4 is fixed as one.The end that the bearing platform 4 is located in river 1 bends downward to form ramp 7.The slope
7 angle with horizontal plane of road is 5-10 degree.The upper end of the side baffle 9 is bent to form reinforcement-pushing plate 10 outward；The reinforcement-pushing plate 10
Positioned at the lower section of protective dike 13.The diagonal brace 11 for being supported on 13 lower part of protective dike is provided on the reinforcement-pushing plate 10.It is described oblique
Support 11 is fixedly mounted with protective dike 13 by rivet clasp bolt 12.The side baffle 9 sticks on the bank of the side in river 1, institute
The outside for stating side baffle 9 is soil, and the inside of the side baffle 9 is river water.The anchoring 5 uses screw anchor, provisional wood
Anchor pole or steel anchor rod are inserted into the soil of 1 bottom of river.
The utility model using channel cleanout material in bank heap platform, beat cement mixing method and form diaphragm wall as shield by set
Foot, it is easy for construction to be easy, channel cleanout material secondary use is operated without precipitation, saves the energy and expenses of labour；In Soil-cement
Bearing platform and side baffle is respectively set in stake lower section and outside, can guarantee the firm and accurate positioning of diaphragm wall spats；It holds
The end that galassing platform is located in river bends downward to form ramp, is provided with preformed groove on bearing platform, is convenient for river bottom
The dredging material in portion is scraped at preformed groove by ramp.
Embodiment described above is only the preferred embodiment of the utility model, and the not feasible implementation of the utility model
Exhaustion.For persons skilled in the art, it is made under the premise of without departing substantially from the utility model principle and spirit
Any obvious change out, should all be contemplated as falling within the claims of the utility model.
Claims (10)
1. spats of constructing under the conditions of a kind of high water level, it is characterised in that: including the bearing platform (4) of river (1) bottom is arranged, sets
It sets the anchoring (5) below bearing platform (4), be arranged that diaphragm wall spats (8) on bearing platform (4), to be fixed on load-bearing flat
On platform (4) and the side baffle (9) that is located on the outside of diaphragm wall spats (8) and it is fixedly mounted on the anti-of diaphragm wall spats (8) top
Bank protection dam (13)；Protective dike (13) is layed on sloping bank (3).
2. spats of constructing under the conditions of a kind of high water level according to claim 1, it is characterised in that: the diaphragm wall spats
It (8) is to break into mixing pile using channel cleanout material (2) blended cement and formed.
3. spats of constructing under the conditions of a kind of high water level according to claim 1, it is characterised in that: the bearing platform (4)
Middle part is provided with the preformed groove for accommodating diaphragm wall spats (8), and the reserved trench bottom is provided with liner plate (6), liner plate (6) and load-bearing
Platform (4) is fixed as one.
4. spats of constructing under the conditions of a kind of high water level according to claim 1-3, it is characterised in that: the load-bearing
The end that platform (4) is located in river (1) bends downward to form ramp (7).
5. spats of constructing under the conditions of a kind of high water level according to claim 4, it is characterised in that: the ramp (7) with
Horizontal plane angle is 5-10 degree.
6. spats of constructing under the conditions of a kind of high water level according to claim 1, it is characterised in that: the side baffle (9)
Upper end is bent to form reinforcement-pushing plate (10) outward；The reinforcement-pushing plate (10) is located at the lower section of protective dike (13).
7. spats of constructing under the conditions of a kind of high water level according to claim 6, it is characterised in that: on the reinforcement-pushing plate (10)
It is provided with the diagonal brace (11) for being supported on protective dike (13) lower part.
8. spats of constructing under the conditions of a kind of high water level according to claim 7, it is characterised in that: the diagonal brace (11) and anti-
Bank protection dam (13) is fixedly mounted by rivet clasp bolt (12).
9. spats of constructing under the conditions of a kind of high water level according to claim 7, it is characterised in that: side baffle (9) patch
The bank of the side in river (1) is leaned against, the outside of the side baffle (9) is soil, and the inside of the side baffle (9) is river water.
10. spats of constructing under the conditions of a kind of high water level according to claim 9, it is characterised in that: the anchoring (5) uses
Screw anchor, provisional wood bolt or steel anchor rod are inserted into the soil of river (1) bottom.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821961660.6U CN209493914U (en) | 2018-11-27 | 2018-11-27 | It constructs under the conditions of a kind of high water level spats |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821961660.6U CN209493914U (en) | 2018-11-27 | 2018-11-27 | It constructs under the conditions of a kind of high water level spats |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209493914U true CN209493914U (en) | 2019-10-15 |
Family
ID=68151960
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821961660.6U Active CN209493914U (en) | 2018-11-27 | 2018-11-27 | It constructs under the conditions of a kind of high water level spats |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209493914U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115030092A (en) * | 2022-06-20 | 2022-09-09 | 长江生态环保集团有限公司 | Construction process of side slope corner protector for unfavorable geology |
-
2018
- 2018-11-27 CN CN201821961660.6U patent/CN209493914U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115030092A (en) * | 2022-06-20 | 2022-09-09 | 长江生态环保集团有限公司 | Construction process of side slope corner protector for unfavorable geology |
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