CN204728264U - Steel work guide wall - Google Patents
Steel work guide wall Download PDFInfo
- Publication number
- CN204728264U CN204728264U CN201520262025.9U CN201520262025U CN204728264U CN 204728264 U CN204728264 U CN 204728264U CN 201520262025 U CN201520262025 U CN 201520262025U CN 204728264 U CN204728264 U CN 204728264U
- Authority
- CN
- China
- Prior art keywords
- guide wall
- revetment
- deflector
- diversion seat
- grade beam
- 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 kind of steel work guide wall, comprise guide wall, guide wall both sides are equipped with precast plate, precast plate is connected with guide wall by set bolt, guide wall soffit is connected with revetment, built-in bar connecting bar between revetment and guide wall, revetment and guide wall two sides are all positioned on same level line, vertically deflector is installed between revetment and guide wall, deflector top extends in outside guide wall upper surface, be connected with a diversion seat bottom it, detachable between diversion seat and deflector, deflector and diversion seat are two, grade beam is horizontally connected with between two diversion seats, grade beam two ends are fixed on diversion seat, the built-in embedded steel tube of grade beam.This steel work guide wall construction technology is simple, is not easily damaged, and be applicable under water and different water depth that basement landform is mild, it is convenient to change, and can play good guide functions, there will not be collapse phenomenon, decrease the engineering time, improve efficiency of construction.
Description
Technical field
The utility model relates to a kind of guide wall, particularly a kind of steel work guide wall.
Background technology
Guide wall is mainly arranged in river course, also may be used in basement water conservancy diversion, and the guide wall used at present mainly contains three kinds of form of structure: one, cast-in-situ steel reinforced concrete form; Two, reinforced concrete sheet pile form; Three, temporary diversion wall.First two is mainly used in all kinds of ponds body, oxidation ditch, river course, in the water treatment buildings such as lake, in order to reduce head loss and bend alluvial, play the effect guiding flow direction, various depth of water section can be applicable to, but relate to floating piling and build operation, difficulty of construction is large, construction period is long, invest larger, and temporary diversion wall mainly adopts organic polymer synthetic materials to make, its water conservancy diversion effect has some limitations, guide functions can not better be played, therefore, existing guide wall is perfect not enough, and part guide wall self structure is complicated, cause the loaded down with trivial details of construction.
Utility model content
The technical problems to be solved in the utility model is: overcome the problems referred to above, provides a kind of construction technology simple, is not easily damaged, and is applicable under water and different water depth that basement landform is mild, changes steel work guide wall easily.
To achieve these goals, the technical solution adopted in the utility model is such: steel work guide wall of the present utility model, comprise guide wall, guide wall both sides are equipped with precast plate, precast plate is connected with guide wall by set bolt, guide wall soffit is connected with revetment, built-in bar connecting bar between revetment and guide wall, revetment and guide wall two sides are all positioned on same level line, vertically deflector is installed between revetment and guide wall, deflector top extends in outside guide wall upper surface, be connected with a diversion seat bottom it, detachable between diversion seat and deflector, deflector and diversion seat are two, grade beam is horizontally connected with between two diversion seats, grade beam two ends are fixed on diversion seat, the built-in embedded steel tube of grade beam.
Further, as a kind of concrete form of structure, articulated structure connector between deflector described in the utility model and diversion seat, is provided with.
Further, as a kind of concrete form of structure, precast plate described in the utility model adopts plastic-steel board body structure.
Further, as a kind of concrete form of structure, diversion seat described in the utility model has the through hole passed for grade beam.
Further, as a kind of concrete form of structure, diversion seat described in the utility model and grade beam junction are provided with stirrup.
Further, as a kind of concrete form of structure, between guide wall described in the utility model and revetment, preburied component is connected with.
Compared with prior art, the utility model has the advantage of: this steel work guide wall construction technology is simple, not easily be damaged, be applicable to and the mild different water depth of basement landform under water, it is convenient to change, and can play good guide functions, there will not be collapse phenomenon, decrease the engineering time, improve efficiency of construction.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is further illustrated.
Fig. 1 is structural representation of the present utility model; In figure: 1. guide wall; 2. revetment; 3. deflector; 4. precast plate; 5. diversion seat; 6. grade beam.
Detailed description of the invention
Be described in further detail the utility model by reference to the accompanying drawings now, these accompanying drawings are the schematic diagram of simplification, only basic structure of the present utility model are described in a schematic way, and therefore it only shows the formation relevant with the utility model.
The preferred embodiment of the utility model steel work guide wall as shown in Figure 1, comprise guide wall 1, guide wall 1 both sides are equipped with precast plate 4, precast plate 4 is connected with guide wall 1 by set bolt, guide wall 1 soffit is connected with revetment 2, built-in bar connecting bar between revetment 2 and guide wall 1, revetment 2 and guide wall 1 two sides are all positioned on same level line, between revetment 2 and guide wall 1, deflector 3 is vertically installed, deflector 3 top extends in outside guide wall 1 upper surface, be connected with a diversion seat 5 bottom it, detachable between diversion seat 5 and deflector 3, deflector 3 and diversion seat 5 are two, grade beam 6 is horizontally connected with between two diversion seats 5, grade beam 6 two ends are fixed on diversion seat 5, the built-in embedded steel tube of grade beam 6, articulated structure connector is provided with between described deflector 3 and diversion seat 5, described precast plate 4 adopts plastic-steel board body structure, described diversion seat 5 has the through hole passed for grade beam 6, described diversion seat 5 is provided with stirrup with grade beam 6 junction, preburied component is connected with between described guide wall 1 and revetment 2.
Steel work guide wall construction technology of the present utility model is simple, not easily be damaged, be applicable to and the mild different water depth of basement landform under water, it is convenient to change, and can play good guide functions, there will not be collapse phenomenon, decrease the engineering time, improve efficiency of construction, between described deflector 3 and diversion seat 5, be provided with articulated structure connector, make can be articulated and connected between its deflector 3 and diversion seat 5, improve use flexibility; Described precast plate 4 adopts plastic-steel board body structure, is not easily damaged; Described diversion seat 5 has the through hole passed for grade beam 6, between grade beam 6 and diversion seat 5, switching performance is better; Described diversion seat 5 is provided with stirrup with grade beam 6 junction, not easily produces landing phenomenon; Be connected with preburied component between described guide wall 1 and revetment 2, pre-buried effect can be played, alleviate deadweight.
With above-mentioned according to desirable embodiment of the present utility model for enlightenment, by above-mentioned description, relevant staff completely can in the scope not departing from this utility model technological thought, carry out various change and amendment, the technical scope of this utility model is not limited to the content on manual, must determine its technical scope according to right.
Claims (6)
1. a steel work guide wall, comprise guide wall, it is characterized in that: guide wall both sides are equipped with precast plate, precast plate is connected with guide wall by set bolt, guide wall soffit is connected with revetment, built-in bar connecting bar between revetment and guide wall, revetment and guide wall two sides are all positioned on same level line, vertically deflector is installed between revetment and guide wall, deflector top extends in outside guide wall upper surface, be connected with a diversion seat bottom it, detachable between diversion seat and deflector, deflector and diversion seat are two, grade beam is horizontally connected with between two diversion seats, grade beam two ends are fixed on diversion seat, the built-in embedded steel tube of grade beam.
2. steel work guide wall according to claim 1, is characterized in that: be provided with articulated structure connector between described deflector and diversion seat.
3. steel work guide wall according to claim 1, is characterized in that: described precast plate adopts plastic-steel board body structure.
4. steel work guide wall according to claim 1, is characterized in that: described diversion seat has the through hole passed for grade beam.
5. steel work guide wall according to claim 1, is characterized in that: described diversion seat and grade beam junction are provided with stirrup.
6. steel work guide wall according to claim 1, is characterized in that: be connected with preburied component between described guide wall and revetment.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520262025.9U CN204728264U (en) | 2015-04-28 | 2015-04-28 | Steel work guide wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520262025.9U CN204728264U (en) | 2015-04-28 | 2015-04-28 | Steel work guide wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204728264U true CN204728264U (en) | 2015-10-28 |
Family
ID=54386626
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520262025.9U Expired - Fee Related CN204728264U (en) | 2015-04-28 | 2015-04-28 | Steel work guide wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204728264U (en) |
-
2015
- 2015-04-28 CN CN201520262025.9U patent/CN204728264U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20160531 Address after: 12, building 1215, building 210000, block B, Whampoa science and technology building, 2 Whampoa Road, Jiangsu, Nanjing Patentee after: China Investment Construction Group Co., Ltd. Address before: Jinjiang District Jinhua Road Chengdu City, Sichuan province 610000 section of No. 8 Building 1 11 unit 18 floor No. 1846 Patentee before: CHENGDU XUNDE TECHNOLOGY CO., LTD. |
|
| 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: 20151028 Termination date: 20180428 |