CN205444116U - Channel construction structures - Google Patents
Channel construction structures Download PDFInfo
- Publication number
- CN205444116U CN205444116U CN201620134910.3U CN201620134910U CN205444116U CN 205444116 U CN205444116 U CN 205444116U CN 201620134910 U CN201620134910 U CN 201620134910U CN 205444116 U CN205444116 U CN 205444116U
- Authority
- CN
- China
- Prior art keywords
- drainage
- cistern
- soft soil
- channel construction
- soil foundation
- 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
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Abstract
The utility model discloses a channel construction structures, including the baffle, the baffle is two, be equipped with the cistern between two baffles, the cistern both sides are close to the vertical installation of baffle department has the drainage, the drainage bottom is fixed on the cistern, be connected with a blotter between two drainage, blotter thickness is between ten to 15 millimeters, it embeds there is the steel pipe, the steel pipe both ends are fixed in the drainage, the cistern upper surface is equipped with the backup pad, backup pad difference joint is on drainage and baffle, the backup pad setting is passed at the drainage top, the backup pad upper surface is equipped with the reinforcement, the reinforcement is connected with the backup pad through consolidating the screw, reinforcement surface connections has a soft soil foundation, the soft soil foundation is concave structure. This channel construction structures need not the artifical sun -dried mud brick ditch of building, the construction of carrying out the channel that can be better, and self structure is strong, is convenient for impound and the drainage, construction speed is fast, can also gather materials on the spot, dismantle and the equipment all very convenient, construction cost has significantly reduced.
Description
Technical field
This utility model relates to a kind of constructing structure, particularly to a kind of Open Channel Construction structure.
Background technology
The soft soil foundations such as mud, muck soil, silt and saturability soil typically can be run in the Open Channel Construction of big-and-middle-sized tank field; soft soil foundation is poor due to stability and bearing capacity; the more serious security incident of ratio is can frequently result in such basement process is improper in construction; it is also possible to permanent building is worked the mischief time serious; it is thus desirable to preferably pay attention to, and make corresponding safeguard procedures.Typically, universal hydraulic engineering all uses in construction and soft soil foundation implementation cushion, compacted compacting etc. is solved problem, although using this type of method, certain problem can be solved, but it is high generally to there is cost, it is difficult to the problems such as enforcement, is unfavorable for the saving of construction cost, seriously hinders efficiency of construction.
Utility model content
The technical problems to be solved in the utility model is: overcome the problems referred to above, it is provided that a kind of without artificial build sun-dried mud brick ditch, can preferably carry out the construction of channel, and the Open Channel Construction structure that self structure is strong.
To achieve these goals, the technical solution adopted in the utility model is such that Open Channel Construction structure of the present utility model, including baffle plate, baffle plate is two, it is provided with cistern between two baffle plates, cistern both sides are vertically provided with drainage at baffle plate, it is fixed on bottom drainage on cistern, connect between two drainage and have a blotter, blotter thickness is between ten to ten five millimeters, it is built-in with steel pipe, steel pipe two ends are fixed in drainage, cistern upper surface is provided with gripper shoe, gripper shoe is connected on drainage and baffle plate respectively, drainage top is arranged through gripper shoe, support plate upper surface is provided with girth member, girth member is connected with gripper shoe by reinforcing screw, girth member upper surface connects a soft soil foundation, soft soil foundation is concave structure, the built-in steel bar of soft soil foundation.
Further, as a kind of concrete version, baffle plate described in the utility model uses steel structure material to make.
Further, as a kind of concrete version, the built-in filtering plug of drainage described in the utility model.
Further, as a kind of concrete version, soft soil foundation Surface coating described in the utility model has cement sand bed.
Further, as a kind of concrete version, blotter surface described in the utility model is covered with water bar.
Further, as a kind of concrete version, girth member surface described in the utility model is provided with projection, and projection diameter is between five to ten millimeters.
Compared with prior art, the utility model has the advantage of: this Open Channel Construction structure builds sun-dried mud brick ditch without artificial, can preferably carry out the construction of channel, and self structure is strong, being convenient for water-retention and draining, speed of application is fast, additionally it is possible to gather materials on the spot, dismounting and assembling are the most very convenient, greatly reduce construction cost.
Accompanying drawing explanation
With embodiment, this utility model is further illustrated below in conjunction with the accompanying drawings.
Fig. 1 is structural representation of the present utility model；In figure: 1. baffle plate；2. gripper shoe；3. girth member；4. soft soil foundation；5. drainage；6. cistern；7. blotter.
Detailed description of the invention
Presently in connection with accompanying drawing, this utility model is described in further detail.These accompanying drawings are the schematic diagram of simplification, and basic structure of the present utility model is described the most in a schematic way, and therefore it only shows the composition relevant with this utility model.
nullThe preferred embodiment of this utility model Open Channel Construction structure as shown in Figure 1，Including baffle plate 1，Baffle plate 1 is two，It is provided with cistern 6 between two baffle plates 1，Cistern 6 both sides are vertically provided with drainage 5 at baffle plate 1，It is fixed on bottom drainage 5 on cistern 6，Connect between two drainage 5 and have a blotter 7，Blotter 7 thickness is between ten to ten five millimeters，It is built-in with steel pipe，Steel pipe two ends are fixed in drainage 5，Cistern 6 upper surface is provided with gripper shoe 2，Gripper shoe 2 is connected on drainage 5 and baffle plate 1 respectively，Drainage 5 top is arranged through gripper shoe 2，Gripper shoe 2 upper surface is provided with girth member 3，Girth member 3 is connected with gripper shoe 2 by reinforcing screw，Girth member 3 upper surface connects a soft soil foundation 4，Soft soil foundation 4 is in concave structure，The built-in steel bar of soft soil foundation 4，Described baffle plate 1 uses steel structure material to make，The described built-in filtering plug of drainage 5，Described soft soil foundation 4 is coated with cement sand bed，Described blotter 7 surface is covered with water bar，Described girth member 3 surface is provided with projection，Projection diameter is between five to ten millimeters.
Open Channel Construction structure of the present utility model builds sun-dried mud brick ditch without artificial, can preferably carry out the construction of channel, and self structure is strong, being convenient for water-retention and draining, speed of application is fast, additionally it is possible to gather materials on the spot, dismounting and assembling are the most very convenient, greatly reduce construction cost.Described baffle plate 1 uses steel structure material to make, and it is higher that gear sets dynamics, can preferably stop strong current；The described built-in filtering plug of drainage 5, it is to avoid drainage 5 produces clogging, can clear up in time；Described soft soil foundation 4 Surface coating has cement sand bed, improves usability；Described blotter 7 surface is covered with water bar, has further functioned as dash effect；Described girth member 3 surface is provided with projection, and projection diameter is between five to ten millimeters, and consolidation effect is higher, can play certain resiliency.
With above-mentioned according to desirable embodiment of the present utility model for enlightenment, by above-mentioned description, relevant staff can carry out various change and amendment completely in the range of without departing from this utility model technological thought.The content that the technical scope of this utility model is not limited in description, it is necessary to determine its technical scope according to right.
Claims (6)
1. an Open Channel Construction structure, including baffle plate, it is characterized in that: baffle plate is two, it is provided with cistern between two baffle plates, cistern both sides are vertically provided with drainage at baffle plate, it is fixed on bottom drainage on cistern, connect between two drainage and have a blotter, blotter thickness is between ten to ten five millimeters, it is built-in with steel pipe, steel pipe two ends are fixed in drainage, cistern upper surface is provided with gripper shoe, gripper shoe is connected on drainage and baffle plate respectively, drainage top is arranged through gripper shoe, support plate upper surface is provided with girth member, girth member is connected with gripper shoe by reinforcing screw, girth member upper surface connects a soft soil foundation, soft soil foundation is concave structure, the built-in steel bar of soft soil foundation.
Open Channel Construction structure the most according to claim 1, it is characterised in that: described baffle plate uses steel structure material to make.
Open Channel Construction structure the most according to claim 1, it is characterised in that: the built-in filtering plug of described drainage.
Open Channel Construction structure the most according to claim 1, it is characterised in that: described soft soil foundation Surface coating has cement sand bed.
Open Channel Construction structure the most according to claim 1, it is characterised in that: described blotter surface is covered with water bar.
Open Channel Construction structure the most according to claim 1, it is characterised in that: described girth member surface is provided with projection, and projection diameter is between five to ten millimeters.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620134910.3U CN205444116U (en) | 2016-02-23 | 2016-02-23 | Channel construction structures |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620134910.3U CN205444116U (en) | 2016-02-23 | 2016-02-23 | Channel construction structures |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205444116U true CN205444116U (en) | 2016-08-10 |
Family
ID=56581906
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620134910.3U Expired - Fee Related CN205444116U (en) | 2016-02-23 | 2016-02-23 | Channel construction structures |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205444116U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105625267A (en) * | 2016-02-23 | 2016-06-01 | 成都科创佳思科技有限公司 | Channel construction structure |
-
2016
- 2016-02-23 CN CN201620134910.3U patent/CN205444116U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105625267A (en) * | 2016-02-23 | 2016-06-01 | 成都科创佳思科技有限公司 | Channel construction structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| CB03 | Change of inventor or designer information |
Inventor after: Wei Qi Inventor before: Jiu Jiaxu |
|
| COR | Change of bibliographic data | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20160722 Address after: Baiyun Avenue Street Lake District 550008 Guizhou city of Guiyang province No. 245 Patentee after: Wei Qi Address before: 610000 Sichuan city of Chengdu province Jinjiang District East Street No. 139 Building 1 3 floor No. 4 Patentee before: Chengdu Kechuang Jiasi Technology Co., Ltd. |
|
| CB03 | Change of inventor or designer information |
Inventor after: Lin Shengbin Inventor after: Shen Jinzhong Inventor after: You Chaoqiang Inventor before: Wei Qi |
|
| CB03 | Change of inventor or designer information | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170424 Address after: 350400 Fujian County, Pingtan Province, north of the town of Golden Bay Bay Road, Taiwan Venture Park, building 2, floor A1, zone two, zone 6 Patentee after: Fujian Pingtan Bethlehem science and Technology Co. Ltd. Address before: Baiyun Avenue Street Lake District 550008 Guizhou city of Guiyang province No. 245 Patentee before: Wei Qi |
|
| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160810 Termination date: 20200223 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |