CN206971168U - A kind of new flood control system - Google Patents
A kind of new flood control system Download PDFInfo
- Publication number
- CN206971168U CN206971168U CN201720821469.0U CN201720821469U CN206971168U CN 206971168 U CN206971168 U CN 206971168U CN 201720821469 U CN201720821469 U CN 201720821469U CN 206971168 U CN206971168 U CN 206971168U
- Authority
- CN
- China
- Prior art keywords
- screw
- profiled sheet
- flood control
- control system
- thread steel
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Revetment (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The utility model discloses a kind of new flood control system, including profiled sheet (5), screw-thread steel pile tube (1) and bearing diagonal (9), it is characterized in that：Profiled sheet (5) is fastened on screw-thread steel pile tube (1) side by multiple colligations to wearing iron wire (7), bearing diagonal (9) one end is fixed on the upper end of screw-thread steel pile tube (1) opposite side by the first bolt (4), and the other end of bearing diagonal (9) is connected by the second bolt (11) with the spud pile (10) being deep into ground.The system is easy for installation, detachable, rational in infrastructure and easy for construction, is adapted to dyke dam body top as the flood control installation for increasing gear wave temporarily.
Description
Technical field
A kind of new flood control system is the utility model is related to, belongs to hydraulic engineering field.
Background technology
Due to Chinese unique geographical position, enter the flood season morning time, rainfall length, Chinese flood fighting historical origin is for a long time.
The nearly more than ten years, China significantly improved to the dyke quality in mainstream after the experience several times calamity of extraodinary flood, but for local river
The strick precaution that stream section rises above the warning line in short term, or conventional flood fighting sandbag, timber and round steel pipe etc.；Middle and small river reply is exceeded
Quasi- flood ability is generally on the weak side, to the super alert flood being likely to occur, will also form huge test.
The content of the invention
The utility model provides a kind of new flood control system, had both ensured the flood control safety of middle and small river, and instead of again logical
It is usually used in the sandbag of flood control, and stress performance is good, rational in infrastructure, easy for construction, significant effect.
The technical solution adopted in the utility model is a kind of new flood control system, including profiled sheet, screw-thread steel pile tube and
Bearing diagonal, it is characterized in that：Profiled sheet is fastened on screw-thread steel pile tube side, bearing diagonal by multiple colligations to wearing iron wire
One end by the second bolt and is goed deep into by the first upper end for being bolted to screw-thread steel pile tube opposite side, the other end of bearing diagonal
Spud pile connection in ground.
The profiled sheet uses W type section forms, and both sides are stitched together using snappable double buckle, die mould
The thickness of steel plate is 0.8mm, and for profiled sheet in a height of 1000-3000mm in soil layer top, it is 400mm to bury soil depth, and
The part for being embedded in soil layer is converted into L-type.
Described pair is worn iron wire as two, and one is arranged on profiled sheet top, and another is arranged on profiled sheet bottom, and two
Spacing between individual is 500-1000mm.
The long 500mm of screw-thread steel pile tube pile top, surface are evenly arranged with screw thread and are furnished with jetting bleeding hole, and pile body is light
Face cylinder stake side form, external diameter 100mm, wall thickness 5mm, the long 1000-3000mm of pile body.
The spud pile is deep at foundation soil 500-600mm.
The profiled sheet liner sealing plastic cloth (8).
The advantages of the utility model：The utility model is rational in infrastructure, by profiled sheet to wearing iron wire and screw-thread steel
Pile tube colligation is connected, and screw-thread steel pile tube opposite side is fixed by bolt and bearing diagonal, and the lower end of bearing diagonal by bolt and is goed deep into
Spud pile connection in ground.It is overall firm firm, it can largely play flood fighting effect, effective guarantee middle and small river
Flood control safety, effect is good.
Brief description of the drawings
Fig. 1 is the utility model overall schematic；
Fig. 2 is the sectional view of profiled sheet；
Fig. 3 is the pile top schematic diagram of screw-thread steel pile tube.
1. screw-thread steel pile tube in figure, 2. screw threads, 3. jetting bleeding holes, 4. first bolts, 5. profiled sheets, 6.L type sealings
Plate, 7. pairs are worn iron wire, 8. plastic lining cloth, 9. bearing diagonals, 10. spud piles, 11. second bolts, 12. double buckles.
Embodiment
With reference to accompanying drawing, the utility model structure is described further.
Embodiment 1
A kind of new flood control system, including profiled sheet 5, screw-thread steel pile tube 1 and bearing diagonal 9, it is characterized in that：Profiled sheet
5 are fastened on the side of screw-thread steel pile tube 1 by multiple colligations to wearing iron wire 7, and the one end of bearing diagonal 9 is solid by the first bolt 4
The upper end of the opposite side of screw-thread steel pile tube 1 is scheduled on, the other end of bearing diagonal 9 passes through the second bolt 11 and the fixation being deep into ground
Stake 10 connects.
Embodiment 2
On the basis of embodiment 1, the profiled sheet 5 uses W type section forms, and both sides use snappable son
Box 12 is stitched together, and the thickness of profiled sheet 5 is 0.8mm, and profiled sheet 5 is buried in a height of 1000-3000mm in soil layer top
It is 400mm to soil depth, and the part for being embedded in soil layer is converted into L-type.
Described pair is worn iron wire 7 as two, and one is arranged on the top of profiled sheet 5, and another is arranged under profiled sheet 5
Portion, the spacing between two is 500-1000mm.
The long 500mm of the pile top of screw-thread steel pile tube 1, surface are evenly arranged with screw thread 2 and are furnished with jetting bleeding hole 3, pile body
For smooth surface cylinder stake side form, external diameter 100mm, wall thickness 5mm, the long 1000-3000mm of pile body.Pile top is evenly arranged with screw thread,
Pile top frictional resistance is improved, pile top is constituted more obvious mechanical type with Soil Interface and is engaged, steel-pipe pile can be filled by surrounding soil
Divide and bond, make it more firm.
The spud pile is deep at foundation soil 500-600mm.
The bearing diagonal is made up of hollow steel pipe.
The profiled sheet liner sealing plastic cloth 8.
Installation method：First principle of the screw-thread steel pile tube 1 similar to the turn of the screw is deep into foundation soil using mechanism
0.8-1.2m, pile top part are evenly arranged with screw thread 2, and the reason of " screw is more firm than nail " in general knowledge is applied into steel-pipe pile
In, pile top is formed more obvious mechanical type with Soil Interface and be engaged.A small amount of clear water is injected in inside during screw-thread steel 1 pile sinking of pile tube, leads to
Cross jetting bleeding hole 3 to overflow, reduce end-resistance, it is 0.5 that subsequent screw-thread steel pile tube 1, which injects ratio,:1 cement mortar adds microdilatancy
The mixed serum of agent, stake holes surrounding soil is reinforced by jetting bleeding hole 3.The foot of profiled sheet 5 is converted into L-type as seal plate
In the groove that 6 insertions have been dug in advance, bury at soil depth 400mm, profiled sheet liner sealing plastic cloth 8, and then cover
Soil compaction, and upper pressure sandbag, then by being connected on profiled sheet to wearing iron wire 7 with the colligation of screw-thread steel pile tube 1.Spud pile
10 are deep into 500-600mm in foundation soil by mechanism, and spud pile is connected by the second bolt 11 with the lower end of bearing diagonal 9,
The top of bearing diagonal 9 is fixed by the first bolt 4 with screw-thread steel pile tube 1.
Claims (6)
1. a kind of new flood control system, including profiled sheet (5), screw-thread steel pile tube (1) and bearing diagonal (9), it is characterized in that：Die mould
Steel plate (5) is fastened on screw-thread steel pile tube (1) side by multiple colligations to wearing iron wire (7), and bearing diagonal (9) one end passes through
First bolt (4) is fixed on the upper end of screw-thread steel pile tube (1) opposite side, and the other end of bearing diagonal (9) passes through the second bolt (11)
It is connected with the spud pile (10) being deep into ground.
2. a kind of new flood control system according to claim 1, it is characterized in that：The profiled sheet (5) uses W types section
Form, and both sides are stitched together using snappable double buckle (12), the thickness of profiled sheet (5) are 0.8mm, die mould steel
Plate (5) is in a height of 1000-3000mm in soil layer top, and it is 400mm to bury soil depth, and the part for being embedded in soil layer is converted into L-type.
3. a kind of new flood control system according to claim 1, it is characterized in that：Described pair is worn iron wire (7) as two, one
Profiled sheet (5) top is arranged on, another is arranged on profiled sheet (5) bottom, and the spacing between two is 500-1000mm.
4. a kind of new flood control system according to claim 1, it is characterized in that：Screw-thread steel pile tube (1) the pile top length
500mm, surface are evenly arranged with screw thread (2) and are furnished with jetting bleeding hole (3), and pile body is smooth surface cylinder stake side form, external diameter
100mm, wall thickness 5mm, the long 1000-3000mm of pile body.
5. a kind of new flood control system according to claim 1, it is characterized in that：The spud pile (10) is deep into foundation soil
At 500-600mm.
6. a kind of new flood control system according to claim 1, it is characterized in that：Profiled sheet (5) the liner sealing modeling
Expect cloth (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720821469.0U CN206971168U (en) | 2017-07-08 | 2017-07-08 | A kind of new flood control system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720821469.0U CN206971168U (en) | 2017-07-08 | 2017-07-08 | A kind of new flood control system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206971168U true CN206971168U (en) | 2018-02-06 |
Family
ID=61407330
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720821469.0U Expired - Fee Related CN206971168U (en) | 2017-07-08 | 2017-07-08 | A kind of new flood control system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206971168U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110184996A (en) * | 2019-06-17 | 2019-08-30 | 华北水利水电大学 | Dykes and dams safeguard of the hydraulic engineering with multi-point support |
-
2017
- 2017-07-08 CN CN201720821469.0U patent/CN206971168U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110184996A (en) * | 2019-06-17 | 2019-08-30 | 华北水利水电大学 | Dykes and dams safeguard of the hydraulic engineering with multi-point support |
| CN110184996B (en) * | 2019-06-17 | 2021-03-23 | 华北水利水电大学 | Dykes and dams protective equipment with multiple spot is supported for hydraulic engineering |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104790393B (en) | Double-anchoring-section prestress anchor cable structure and constructing method thereof | |
| CN104775428B (en) | Compound-type pre-stvessed anchor cable structure and construction method thereof | |
| CN103410161B (en) | Oblique control slip casting steel anchor tube framework and construction method thereof | |
| CN204703160U (en) | Two anchoring section prestressed anchor Cable Structure | |
| CN204703159U (en) | Prefabricated anchor head pressure anchor wire structure | |
| CN101298777A (en) | Method and device for preventing land slide of swelled ground | |
| CN201883435U (en) | Preburied pipe pile grouting device | |
| CN104790394A (en) | Pressure anchor cable structure with prefabricated anchor head and construction method of pressure anchor cable structure | |
| CN211922653U (en) | Ground slope reinforced structure | |
| CN204703179U (en) | A kind of composite geo-membrane sloping core cofferdam | |
| CN206971168U (en) | A kind of new flood control system | |
| JP6370645B2 (en) | Slope stabilization method for seismic and rainproof measures of earth structures by using pressure injection type rod-shaped reinforcements | |
| CN207582459U (en) | A kind of prefabricated steel-pipe pile of variable cross-section | |
| CN205714282U (en) | Waterproof/drainage structure at the bottom of a kind of soft stratum tunnel | |
| CN209353301U (en) | Asphaltic concrete core wall and dam foundation impervious wall connection structure | |
| CN208718676U (en) | Combined retaining structure for concrete pipe sheet anchor pole deviation | |
| CN202989911U (en) | Post-grouting pile of precast concrete | |
| CN207176411U (en) | One kind is applied to the reusable combined type base board of soft soil foundation | |
| CN205089341U (en) | Cavity is from locking -type slip casting stock | |
| CN105256763A (en) | Diking method based on bamboo raft frame structure | |
| CN205475098U (en) | Panel rock -fill dam seepage prevention structure | |
| CN108266207A (en) | A kind of push pipe export ＆ import water-stopping method and device suitable for deep water-rich sand layer area | |
| CN208830256U (en) | A kind of concrete dam grout curtain arragement construction | |
| CN211230518U (en) | Hollow pressure grouting anchor rod | |
| CN208251149U (en) | A kind of hydraulic engineering retaining wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180206 Termination date: 20200708 |