CN204298849U - A kind of construction work unit bulk head water retaining - Google Patents
A kind of construction work unit bulk head water retaining Download PDFInfo
- Publication number
- CN204298849U CN204298849U CN201420804280.7U CN201420804280U CN204298849U CN 204298849 U CN204298849 U CN 204298849U CN 201420804280 U CN201420804280 U CN 201420804280U CN 204298849 U CN204298849 U CN 204298849U
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- CN
- China
- Prior art keywords
- sheet pile
- profile steel
- steel sheet
- steel
- baffle plate
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- 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 construction work unit bulk head water retaining, comprising: a steel sheet pile, there is multiple adjacent recess and protuberance; Multiple H profile steel, is located at described steel sheet pile side respectively, and each protuberance of one end of each described H profile steel and steel sheet pile mutually against; Multiple baffle plate, is located at the other end of each described H profile steel, and is positioned between each two described H profile steel, makes easy two protuberances of appointing of described steel sheet pile coordinate two H profile steel and baffle plate to define a space region; And multiple filler, be arranged at respectively among each space region.The utility model can when ground excavation construction, steel sheet pile is utilized to use as dash, and utilize the cooperation of H profile steel, baffle plate and filler to use as gear soil simultaneously, and reach have preferably dash with the native intensity of gear, be easy to construct and construct rear callable effect.
Description
Technical field
The utility model relates to construction engineering technical field, refers to a kind of construction work unit bulk head water retaining especially.
Background technology
General when ground excavation construction, first must carry out implantation H profile steel to around base, form retaining wall body, squeeze into brace steel post more afterwards, to carry out the engineering of underground shoveling, and when being excavated to a desired depth, then must set up Horizontal steelwork bracing structure again to support retaining wall around, and in the work progress successively excavated, repeatedly carry out the erection of Horizontal steelwork bracing.
But, H profile steel stake itself there is no water retaining function, therefore due to when ground excavation construction, water plug must be set outside base to carry out drawing water engineering, to reach block-water effect, but due to off-base engineering of drawing water, ground is easily caused to sink or the inclination of interim room, workmanship is wayward, and affects construction speed.
Utility model content
The technical problems to be solved in the utility model is to provide a kind of construction work unit bulk head water retaining, to solve the problems of the technologies described above.
For solving the problems of the technologies described above, embodiment of the present utility model provides a kind of construction work unit bulk head water retaining, comprising: a steel sheet pile, has multiple adjacent recess and protuberance; Multiple H profile steel, is located at described steel sheet pile side respectively, and each protuberance of one end of each described H profile steel and steel sheet pile mutually against; Multiple baffle plate, is located at the other end of each described H profile steel, and is positioned between each two described H profile steel, makes easy two protuberances of appointing of described steel sheet pile coordinate two H profile steel and baffle plate to define a space region; And multiple filler, be arranged at respectively among each space region.
Each described recess and protuberance are sequential like.
The straight plate that each described H profile steel comprises one first transverse slat respectively, one second transverse slat and connects first and second transverse slat, the lateral surface of each described first transverse slat and each protuberance of steel sheet pile mutually against, each described baffle plate is located at the second transverse slat medial surface of each two H profile steel respectively.
The beneficial effect of technique scheme of the present utility model is as follows:
The utility model can when ground excavation construction, steel sheet pile is utilized to use as dash, and utilize the cooperation of H profile steel, baffle plate and filler to use as gear soil simultaneously, and reach have preferably dash with the native intensity of gear, be easy to construct and construct rear callable effect.
Accompanying drawing explanation
Fig. 1 is the structural representation of the utility model embodiment.
Fig. 2 is the generalized section of the utility model embodiment.
Fig. 3 is the using state figure of the utility model embodiment.
Detailed description of the invention
For making the technical problems to be solved in the utility model, technical scheme and advantage clearly, be described in detail below in conjunction with the accompanying drawings and the specific embodiments.
As shown in Figure 1 to Figure 3, the utility model provides a kind of construction work unit bulk head water retaining, and it comprises a steel sheet pile 1, multiple H profile steel 2, multiple baffle plate 3 and multiple filler 4.
Described steel sheet pile 1 comprises multiple to adjoin each other and in the recess 11 of sequential like and protuberance 12.
Each H profile steel 2 is located at steel sheet pile 1 side respectively, and each protuberance 12 of one end of each H profile steel 2 and steel sheet pile 1 mutually against, each H profile steel 2 comprises the straight plate 23 that one first transverse slat 21,1 second transverse slat 22 and connects first and second transverse slat 21,22 respectively, the lateral surface system of described first transverse slat 21 and each protuberance 13 of steel sheet pile 1 mutual against.
Each baffle plate 3 is located at the other end of each H profile steel 2, and be positioned between each two H profile steel 2, make each baffle plate 3 be located at the second transverse slat 22 medial surface of each two H profile steel 2 respectively, and make easy two protuberances 13 of appointing of steel sheet pile 1 coordinate two H profile steel 2 and baffle plate 3 to define a space region 31.
Each filler 4 is arranged among each space region 31 respectively.
When the utility model uses, steel sheet pile 1 can be squeezed in advance on the ground for construction, squeeze into H profile steel 2 more afterwards, and the lateral surface making the first transverse slat 21 of each H profile steel 2 respectively steel sheet pile 1 each protuberance 13 against, and baffle plate 3 is squeezed between each two H profile steel 2, each baffle plate 3 is made to be located at the second transverse slat 22 medial surface of each two H profile steel 2 respectively, now, the soil on ground does not then form filler 4 among each space region 31, if when still having the space do not filled up in each space region 31, then can inject filler 4 more in addition in each space region 31, so, assembling of the present utility model can be completed, required ground excavation construction is carried out in described steel sheet pile 1 side, or other construction works, use as dash (seepage in underground) executing steel sheet pile 1 described in utilization of hour, and utilize H profile steel 2 simultaneously, the cooperation of baffle plate 3 and filler 4 uses as gear soil, the effect that there is preferably dash and the native intensity of gear and be easy to construct is reached when ground excavation construction, and after construction completes, then steel sheet pile 1, each H profile steel 2 and each baffle plate 3 are directly extracted out by ground remove, and make the utility model after construction can in addition recycling.
The utility model can when ground excavation construction, steel sheet pile is utilized to use as dash, and utilize the cooperation of H profile steel, baffle plate and filler to use as gear soil simultaneously, and reach have preferably dash with the native intensity of gear, be easy to construct and construct rear callable effect.
The above is preferred embodiment of the present utility model; should be understood that; for those skilled in the art; under the prerequisite not departing from principle described in the utility model; can also make some improvements and modifications, these improvements and modifications also should be considered as protection domain of the present utility model.
Claims (3)
1. a construction work unit bulk head water retaining, is characterized in that, comprising: a steel sheet pile, has multiple adjacent recess and protuberance; Multiple H profile steel, is located at described steel sheet pile side respectively, and each protuberance of one end of each described H profile steel and steel sheet pile mutually against; Multiple baffle plate, is located at the other end of each described H profile steel, and is positioned between each two described H profile steel, makes easy two protuberances of appointing of described steel sheet pile coordinate two H profile steel and baffle plate to define a space region; And multiple filler, be arranged at respectively among each space region.
2. construction work unit bulk head water retaining according to claim 1, is characterized in that, each described recess and protuberance are sequential like.
3. construction work unit bulk head water retaining according to claim 1, it is characterized in that, the straight plate that each described H profile steel comprises one first transverse slat respectively, one second transverse slat and connects first and second transverse slat, the lateral surface of each described first transverse slat and each protuberance of steel sheet pile mutually against, each described baffle plate is located at the second transverse slat medial surface of each two H profile steel respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420804280.7U CN204298849U (en) | 2014-12-17 | 2014-12-17 | A kind of construction work unit bulk head water retaining |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420804280.7U CN204298849U (en) | 2014-12-17 | 2014-12-17 | A kind of construction work unit bulk head water retaining |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204298849U true CN204298849U (en) | 2015-04-29 |
Family
ID=53104398
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420804280.7U Expired - Fee Related CN204298849U (en) | 2014-12-17 | 2014-12-17 | A kind of construction work unit bulk head water retaining |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204298849U (en) |
-
2014
- 2014-12-17 CN CN201420804280.7U patent/CN204298849U/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 | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Zhong Tie ChengJian Group Co., Ltd Assignor: Yuan Chao Contract record no.: 2015430000107 Denomination of utility model: Soil and water stop structure for constructional engineering Granted publication date: 20150429 License type: Exclusive License Record date: 20150717 |
|
| LICC | Enforcement, change and cancellation of record of contracts on the licence for exploitation of a patent or utility model | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150429 Termination date: 20151217 |
|
| EXPY | Termination of patent right or utility model |