CN206616516U - A kind of combined flood wall of shape-adjustable - Google Patents
A kind of combined flood wall of shape-adjustable Download PDFInfo
- Publication number
- CN206616516U CN206616516U CN201720224562.3U CN201720224562U CN206616516U CN 206616516 U CN206616516 U CN 206616516U CN 201720224562 U CN201720224562 U CN 201720224562U CN 206616516 U CN206616516 U CN 206616516U
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- China
- Prior art keywords
- shape
- pile body
- flood wall
- water bar
- combined flood
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Abstract
The utility model is related to a kind of combined flood wall of shape-adjustable, is made up of multiple pile bodies and water bar connection；The two ends of the water bar set the circular groove mating connection that cylinder-shaped joint is opened up with pile body side, and cylinder-shaped joint can be rotated in circular groove；Pile body bottom is removably fixedly connected with the ground, and its middle part is along height to provided with insertion hole.Using being hinged between pile body and water bar of the present utility model, water bar is rotated within the specific limits around pin joint, considerably increase the adaptability to landform when anti-flood wall is used.
Description
Technical field
The utility model is related to a kind of flood protection device, more particularly to a kind of the combined flood of shape can be adjusted according to landform
Wall.
Background technology
From ancient times to the present, occupy along the river be survival and development of mankind optimal selection, but flood damage occurs often in rainy season, nothing
By being that can all cause serious economic loss and casualties to city or rural area；At present the device of suitable urban flood compared with
It is few, but be due to the reasons such as heavy rain, municipal type pipe blocking, in urban district, physical features is lower ground square once occurring waterlogging consequence more
To be serious.More than current urban flood defence device using the anti-flood wall of linear structure (in such as Application No. 201520619892.3
It is " a kind of fast disclosed in " a kind of arc flood protection device " disclosed in state's patent, the Chinese patent of Application No. 201320759949.0
Speed assembling flood bank component), it is not suitable for sinuous road or is used in the complex occasion of landform.
The content of the invention
The utility model provides a kind of combined flood wall of shape-adjustable, using hinge between pile body and water bar
Connect, water bar is rotated within the specific limits around pin joint, considerably increase the adaptation to landform when anti-flood wall is used
Property.
In order to achieve the above object, the utility model is realized using following technical scheme：
A kind of combined flood wall of shape-adjustable, is made up of multiple pile bodies and water bar connection；The waterproof gear
The two ends of plate set the circular groove mating connection that cylinder-shaped joint is opened up with pile body side, and cylinder-shaped joint can be in circular arc
Rotated in groove；Pile body bottom is removably fixedly connected with the ground, and its middle part is along height to provided with insertion hole.
The water bar is arc, and its convex surface side is upstream face.
The water bar is constituted from polylith splash guard along height to splicing；The splash guard edge of stitching portion sets water blocking tape, prevents
Water band is on the outside of splash guard, and its free end exceeds 20~30mm of up/down edge of splash guard；Water blocking tape is connected with splash guard
Face sets sealing joint strip.
The pile body bottom sets base, is fixed on the ground by foundation bolt.
The water bar bottom is provided with several pointed stakes along longitudinal direction.
The pile body back side side sets support frame, and support frame is obliquely installed, and its top is removably solid with pile body middle part
Fixed connection, bottom is removably secured with ground and is connected.
The opening angle of the circular groove is 1/2~3/5.
Provided with intubation in the insertion hole, intubation bottom is taper, and top is fixed by clamp with pile body.
Compared with prior art, the beneficial effects of the utility model are：
1) broken line type flood control wall construction is can be combined to be hinged between pile body and water bar, adapts to a variety of landform requirements,
Applicability is stronger；
2) pile body is fixed when being connected with hard ground with ground using 2 kinds of connected modes using base with foundation bolt, with
Fixed when soft ground is connected using intubation, while the form that bottom carries pointed stake may be selected in water bar, fixation more may be used
Lean on；
3) pile body back side sets support frame, increases integrally-built stability；
4) each part convenient disassembly, saves transport and memory space.
Brief description of the drawings
Fig. 1 is the structural representation of the combined flood wall of shape-adjustable described in the utility model.
Fig. 2 is the structural representation of water bar described in the utility model.
Fig. 3 is the structural representation of pile body described in the utility model.
Fig. 4 is the structural representation of support frame described in the utility model.
Fig. 5 is the combining form legend one of anti-flood wall described in the utility model.
Fig. 6 is the combining form legend two of anti-flood wall described in the utility model.
In figure：1. the splash guard 22. of 2. water bar of pile body 11. circular groove, 12. base, 13. insertion hole 21.
The support frame of 23. water blocking tape of cylinder-shaped joint 3.
Embodiment
Embodiment of the present utility model is described further below in conjunction with the accompanying drawings：
As shown in figure 1, a kind of combined flood wall of shape-adjustable described in the utility model, by multiple pile bodies 1 and anti-
The connection composition of water baffle plate 2；The two ends of the water bar 2 set the circular groove that cylinder-shaped joint 22 is opened up with the side of pile body 1
11 are connected, and cylinder-shaped joint 22 can be rotated in circular groove 11；The bottom of pile body 1 is removably fixed with ground to be connected
Connect, its middle part is along height to provided with insertion hole 13.
As shown in Fig. 2 the water bar 2 is arc, its convex surface side is upstream face.
The water bar 2 is made up of polylith splash guard 21 along height to splicing；The edge of splash guard 21 of stitching portion is set up defences water
Band 23, water blocking tape 23 is located at the outside of splash guard 21, and its free end exceeds 20~30mm of up/down edge of splash guard 21；Waterproof
Band 23 sets sealing joint strip with the joint face of splash guard 21.
As shown in figure 3, the bottom of pile body 1 sets base 12, fixed on the ground by foundation bolt.
The bottom of water bar 2 is provided with several pointed stakes along longitudinal direction.
As Figure 1 and Figure 4, the back side side of pile body 1 sets support frame 3, and support frame 3 is obliquely installed, its top and stake
The middle part of body 1 is removably secured connection, and bottom is removably secured with ground and is connected.
The opening angle of the circular groove 11 is 1/2~3/5.
Provided with intubation in the insertion hole 13, intubation bottom is taper, and top is fixed by clamp with pile body 1.
A kind of combined flood wall of shape-adjustable described in the utility model is in use, according to the ground feelings in flood control area
Condition selects fixed form.Such as it is hard ground, then pile body 1 is fixed by base 12 and foundation bolt with ground, waterproof gear
The bottom of plate 2 is plane form；Pile body 1 first is fixed by landform, then water bar 2 is inserted by the cylinder-shaped joint 22 of both sides
Into the circular groove 11 of pile body 1, the anti-flood wall of straight line or broken line type is constituted after being sequentially connected.After being completed, in waterproof
The land side of baffle plate 2 is placed sandbag and reinforced；Such as flow of water is more anxious, can also add support frame 3 further fixed, it is ensured that anti-flood wall is whole
Body Stability Analysis of Structures.
Such as it is soft ground, then is inserted into underground after intubation conehead one end being passed down through into the insertion hole 13 of pile body 1,
Top is fixed by clamp prevents play between intubation and pile body 1.Water bar 2 selects the knot of bottom belt pointed stake simultaneously
Structure, the tip of pointed stake is also inserted in ground towards ground.The back side of other water bar 2 can also add sandbag increase overall structure
Stability, and play antiseepage.
When the water surface is higher, water bar 2 also can suitably be increased.Spliced water bar 2 is such as used, can be along height to spelling
Polylith splash guard 21 is connect, to meet use requirement.During splicing, in addition to the splash guard 21 of the bottom, other splash guards 21 it is upper and lower
Both sides set water blocking tape 23 respectively, are spliced by the way of two ends are overlapped, while adding sealing joint strip, it is ensured that water bar 21
Overall water resistance after split shaping.
As shown in Figure 5, Figure 6, be shape-adjustable described in the utility model combined flood wall 2 kinds of form examples,
According to circumstances can arbitrarily it be adjusted in allowed band when actual use.
It is described above, only the utility model preferably embodiment, but protection domain of the present utility model is not
This is confined to, any one skilled in the art is in the technical scope that the utility model is disclosed, according to this practicality
New technical scheme and its design is subject to equivalent substitution or change, should all cover within protection domain of the present utility model.
Claims (8)
1. the combined flood wall of a kind of shape-adjustable, it is characterised in that be made up of multiple pile bodies and water bar connection；Institute
The two ends for stating water bar set the circular groove mating connection that cylinder-shaped joint is opened up with pile body side, and cylinder-shaped joint can
Rotated in circular groove；Pile body bottom is removably fixedly connected with the ground, and its middle part is along height to provided with insertion hole.
2. a kind of combined flood wall of shape-adjustable according to claim 1, it is characterised in that the water bar
For arc, its convex surface side is upstream face.
3. a kind of combined flood wall of shape-adjustable according to claim 1, it is characterised in that the water bar
Constituted from polylith splash guard along height to splicing；The splash guard edge of stitching portion sets water blocking tape, and water blocking tape is located on the outside of splash guard, and
Its free end exceeds 20~30mm of up/down edge of splash guard；Water blocking tape sets sealing joint strip with splash guard joint face.
4. a kind of combined flood wall of shape-adjustable according to claim 1, it is characterised in that the pile body bottom
If base, fixed on the ground by foundation bolt.
5. a kind of combined flood wall of shape-adjustable according to claim 1, it is characterised in that the water bar
Bottom is provided with several pointed stakes along longitudinal direction.
6. a kind of combined flood wall of shape-adjustable according to claim 1, it is characterised in that the pile body backwater
Face side sets support frame, and support frame is obliquely installed, and its top is connected with being removably secured in the middle part of pile body, and bottom is removable with ground
It is fixedly connected with unloading.
7. the combined flood wall of a kind of shape-adjustable according to claim 1, it is characterised in that the circular arc is recessed
The opening angle of groove is 1/2~3/5.
8. the combined flood wall of a kind of shape-adjustable according to claim 1, it is characterised in that in the insertion hole
Provided with intubation, intubation bottom is taper, and top is fixed by clamp with pile body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720224562.3U CN206616516U (en) | 2017-03-09 | 2017-03-09 | A kind of combined flood wall of shape-adjustable |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720224562.3U CN206616516U (en) | 2017-03-09 | 2017-03-09 | A kind of combined flood wall of shape-adjustable |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206616516U true CN206616516U (en) | 2017-11-07 |
Family
ID=60232345
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720224562.3U Expired - Fee Related CN206616516U (en) | 2017-03-09 | 2017-03-09 | A kind of combined flood wall of shape-adjustable |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206616516U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108708349A (en) * | 2018-07-05 | 2018-10-26 | 黑龙江大学 | A kind of assembly type anti-flood wall |
| CN109083093A (en) * | 2018-07-20 | 2018-12-25 | 安徽中路工程材料有限公司 | Buckle type high-strength and overpressure resistant combines flood control barricade |
| CN113187366A (en) * | 2021-03-31 | 2021-07-30 | 华北水利水电大学 | Flood control wall of fusiform baffle |
| CN113389429A (en) * | 2021-05-12 | 2021-09-14 | 广船国际有限公司 | Interim protector and interim rail guard, interim flood prevention device |
| CN113529648A (en) * | 2021-07-17 | 2021-10-22 | 包文峰 | Municipal administration is ponding drainage device for flood discharge |
| CN113585171A (en) * | 2021-08-11 | 2021-11-02 | 安徽省（水利部淮河水利委员会）水利科学研究院（安徽省水利工程质量检测中心站） | Water retaining device is used in hydraulic engineering construction |
| CN114319198A (en) * | 2022-01-20 | 2022-04-12 | 安徽瑞迪工程科技有限公司 | Water retaining horse dike with adjustable connection and emergency rescue method thereof |
| WO2023045309A1 (en) * | 2021-09-24 | 2023-03-30 | 水利部交通运输部国家能源局南京水利科学研究院 | Fin-type emergency flood control screen |
-
2017
- 2017-03-09 CN CN201720224562.3U patent/CN206616516U/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108708349A (en) * | 2018-07-05 | 2018-10-26 | 黑龙江大学 | A kind of assembly type anti-flood wall |
| CN109083093A (en) * | 2018-07-20 | 2018-12-25 | 安徽中路工程材料有限公司 | Buckle type high-strength and overpressure resistant combines flood control barricade |
| CN113187366A (en) * | 2021-03-31 | 2021-07-30 | 华北水利水电大学 | Flood control wall of fusiform baffle |
| CN113187366B (en) * | 2021-03-31 | 2023-06-23 | 华北水利水电大学 | Flood control wall with fusiform baffle |
| CN113389429A (en) * | 2021-05-12 | 2021-09-14 | 广船国际有限公司 | Interim protector and interim rail guard, interim flood prevention device |
| CN113529648A (en) * | 2021-07-17 | 2021-10-22 | 包文峰 | Municipal administration is ponding drainage device for flood discharge |
| CN113529648B (en) * | 2021-07-17 | 2022-09-20 | 新疆凯悦鑫工程建设有限责任公司 | Municipal administration is ponding drainage device for flood discharge |
| CN113585171A (en) * | 2021-08-11 | 2021-11-02 | 安徽省（水利部淮河水利委员会）水利科学研究院（安徽省水利工程质量检测中心站） | Water retaining device is used in hydraulic engineering construction |
| WO2023045309A1 (en) * | 2021-09-24 | 2023-03-30 | 水利部交通运输部国家能源局南京水利科学研究院 | Fin-type emergency flood control screen |
| CN114319198A (en) * | 2022-01-20 | 2022-04-12 | 安徽瑞迪工程科技有限公司 | Water retaining horse dike with adjustable connection and emergency rescue method thereof |
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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: 20171107 Termination date: 20180309 |
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| CF01 | Termination of patent right due to non-payment of annual fee |