CN201406688Y - Water gathering cover for treating partial water inrush of foundation pit - Google Patents
Water gathering cover for treating partial water inrush of foundation pit Download PDFInfo
- Publication number
- CN201406688Y CN201406688Y CN2009200805325U CN200920080532U CN201406688Y CN 201406688 Y CN201406688 Y CN 201406688Y CN 2009200805325 U CN2009200805325 U CN 2009200805325U CN 200920080532 U CN200920080532 U CN 200920080532U CN 201406688 Y CN201406688 Y CN 201406688Y
- Authority
- CN
- China
- Prior art keywords
- water
- cover body
- cover
- foundation ditch
- partial water
- 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 - Lifetime
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 43
- 238000007789 sealing Methods 0.000 claims abstract description 3
- 239000002689 soil Substances 0.000 claims description 10
- 238000007373 indentation Methods 0.000 claims description 3
- 238000005516 engineering process Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000003068 static effect Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
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Abstract
The utility model discloses a water gathering cover for sealing the partial water inrush of foundation pits, limits the flow direction of water, and is convenient for the sequent water diversion and drainage. The water gathering cover comprises a cover body, wherein the whole body of the cover body is sealed, the bottom thereof is open, and a water outlet pipe is arranged on the cover body. When in use, the cover body is covered on the water inrush position of a foundation pit, and the bottom of the cover body is inserted into the foundation earth to a certain depth, then burst water can gradually gather in the cavity of the cover body, and air in the cover body and water gathered in the cover body can enter a water diversion device and a drainage device through the water outlet pipe, thereby well solving the problem of partial water inrush of the foundation pit. As the water gathering cover constrains the partial water inrush of the foundation pit, and limits the flow direction of water, the water inrush problem is fundamentally solved.
Description
Technical field
The utility model relates to foundation ditch partial water burst treatment technology, is specifically related to handle the polywater cover of foundation ditch partial water burst.
Background technology
At the foundation ditch (groove) of industry with civilian construction, no matter whether adopt dewatering measure, especially technology innovation project, the partial water burst phenomenon appears in the bottom regular meeting of foundation ditch, need take special measure to handle.Existing treatment measures are often time-consuming, and treatment effect is not good.
The utility model content
The technical problem that the utility model solved is: a kind of polywater cover that can work the effect of damming to the partial water burst of foundation ditch is provided, limits the flow direction that intercepts water by the polywater cover, convenient follow-up diversion and drainage works.
The technical scheme that solves the problems of the technologies described above is: be used to handle the polywater cover of foundation ditch partial water burst, comprise the cover body of whole body sealing, bottom opening, cover body is provided with outlet pipe.During use cover body fastened the water burst position on the foundation ditch, and with the basic native certain depth of cover body bottom insertion, this moment, water burst was assembled at mask body intracavity gradually, air in the cover body and accumulate in intercepting water in the cover body and enter diversion and dewatering installation by outlet pipe can well solve the partial water burst problem of foundation ditch.Because this polywater cover plays effect of contraction to the partial water burst of foundation ditch, has limited the flow direction that intercepts water, therefore solved the water burst problem from the source.
As further improvement in the technical proposal, the bottom of described cover body is provided with the cover pin of being convenient to cover body is inserted base soil.The purpose that the cover pin is set is easier cover body to be inserted base soil, and therefore covering pin can adopt multiple attenuate structure.Such as the bottom outer rim that will cover pin indentation is set, thereby thrusts base soil by crown, convenient and strength-saving.
On the basis of technique scheme, further improve, also be provided with top cover on the described cover body, top cover and cover body rigid connection.Because the top cover rigid connection at the top of cover body, has certain intensity and rigidity, when cover body is inserted base soil, can make cover body progressively stretch into base soil by static pressure, hammering top cover until arriving certain degree of depth.Therefore top cover being set can be convenient to cover body is applied downforce.
Description of drawings
Fig. 1 is the structural representation of the application's polywater cover.
Fig. 2 is the vertical view of Fig. 1.
Be labeled as among the figure: cover pin 1, cover body 2, top cover 3, cross ribs 4, outlet pipe 5.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is described further.
The polywater cover that is used to handle the foundation ditch partial water burst as shown in Figure 1 and Figure 2 comprises that the whole body is sealed, the cover body 2 of bottom opening, and cover body 2 is provided with outlet pipe 5.The use of this polywater cover is: cover body 2 is fastened water burst position on the foundation ditch, and with the basic native certain depth of cover body bottom insertion, this moment, water burst was assembled at mask body intracavity gradually, the air in the cover body 2 and accumulate in intercepting water in the cover body 2 and enter diversion and dewatering installation by outlet pipe 5.
The bottom of cover body 2 also is provided with the cover pin 1 of being convenient to cover body 2 is inserted base soil, and cover pin 1 can adopt multiple attenuate structure, so that produce stronger penetration power.As shown in Figure 1, as the concrete structure of cover pin 1, the bottom outer rim indentation of cover pin 1, thus thrust base soil by crown, convenient and strength-saving.
In order to improve the anti-strike ability of top cover 3, strengthen the strength and stiffness of top cover 3, be provided with rigidity supporting structure in the described top cover 3.As shown in Figure 1 and Figure 2, as the concrete form of rigidity supporting structure, be provided with cross ribs 4 in the top cover 3.
As shown in Figure 2, cover body 2 can become cylindric, column etc. multi-form according to actual design, usually based on cylindric, is convenient to insert Ji Tuzhong.
Claims (7)
1, be used to handle the polywater cover of foundation ditch partial water burst, it is characterized in that: it comprises the cover body (2) of whole body sealing, bottom opening, and cover body (2) is provided with outlet pipe (5).
2, the polywater box that is used to handle the foundation ditch partial water burst as claimed in claim 1 is characterized in that: the bottom of described cover body (2) is provided with the cover pin (1) of being convenient to cover body (2) is inserted base soil.
3, the polywater box that is used to handle the foundation ditch partial water burst as claimed in claim 2 is characterized in that: the bottom outer rim indentation of cover pin (1).
4, as claim 1, the 2 or 3 described polywater boxes that are used to handle the foundation ditch partial water burst, it is characterized in that: cover body (2) is provided with top cover (3), top cover (3) and cover body (2) rigid connection.
5, the polywater box that is used to handle the foundation ditch partial water burst as claimed in claim 4, it is characterized in that: described top cover is provided with rigidity supporting structure in (3).
6, the polywater box that is used to handle the foundation ditch partial water burst as claimed in claim 5 is characterized in that: be provided with cross ribs (4) in the described top cover (3).
7, as claim 1, the 2 or 3 described polywater boxes that are used to handle the foundation ditch partial water burst, it is characterized in that: described cover body (2) is cylinder-like structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009200805325U CN201406688Y (en) | 2009-04-30 | 2009-04-30 | Water gathering cover for treating partial water inrush of foundation pit |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009200805325U CN201406688Y (en) | 2009-04-30 | 2009-04-30 | Water gathering cover for treating partial water inrush of foundation pit |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201406688Y true CN201406688Y (en) | 2010-02-17 |
Family
ID=41677619
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009200805325U Expired - Lifetime CN201406688Y (en) | 2009-04-30 | 2009-04-30 | Water gathering cover for treating partial water inrush of foundation pit |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201406688Y (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102041810A (en) * | 2010-12-22 | 2011-05-04 | 中国水电顾问集团华东勘测设计研究院 | Construction method for pouring dam foundation concrete in zone with centralized water gushing |
| CN105525631A (en) * | 2015-11-20 | 2016-04-27 | 中国建筑第四工程局有限公司 | Leaking stoppage method and structure for treating water bursting holes of bottom plate |
| CN108661064A (en) * | 2018-05-28 | 2018-10-16 | 郑林 | A kind of local curtain water stop method in foundation pit |
| CN109339086A (en) * | 2018-10-17 | 2019-02-15 | 中国冶集团有限公司 | For dummy seal cover and application method under the concrete water of piping |
-
2009
- 2009-04-30 CN CN2009200805325U patent/CN201406688Y/en not_active Expired - Lifetime
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102041810A (en) * | 2010-12-22 | 2011-05-04 | 中国水电顾问集团华东勘测设计研究院 | Construction method for pouring dam foundation concrete in zone with centralized water gushing |
| CN102041810B (en) * | 2010-12-22 | 2012-08-22 | 中国水电顾问集团华东勘测设计研究院 | Construction method for pouring dam foundation concrete in zone with centralized water gushing |
| CN105525631A (en) * | 2015-11-20 | 2016-04-27 | 中国建筑第四工程局有限公司 | Leaking stoppage method and structure for treating water bursting holes of bottom plate |
| CN105525631B (en) * | 2015-11-20 | 2018-08-31 | 中国建筑第四工程局有限公司 | A kind of blocking method and structure for processing base plate water burst hole |
| CN108661064A (en) * | 2018-05-28 | 2018-10-16 | 郑林 | A kind of local curtain water stop method in foundation pit |
| CN109339086A (en) * | 2018-10-17 | 2019-02-15 | 中国冶集团有限公司 | For dummy seal cover and application method under the concrete water of piping |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: CHINA 19TH METALLURGICAL CORPORATION Free format text: FORMER OWNER: MCC SHIJIU CONSTRUCTION CO., LTD. Effective date: 20110328 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 617000 NO. 350, RENMIN STREET, PANZHIHUA CITY, SICHUAN PROVINCE TO: 617000 NO. 350, RENMIN STREET, EAST DISTRICT, PANZHIHUA CITY, SICHUAN PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20110328 Address after: 617000 Panzhihua, Sichuan, East Street, No. 350 Patentee after: CHINA 19TH METALLURGICAL GROUP Co.,Ltd. Address before: 617000 No. 350 Renmin Street, Sichuan, Panzhihua Patentee before: MCC SHIJIU CONSTRUCTION Co.,Ltd. |
|
| CX01 | Expiry of patent term |
Granted publication date: 20100217 |
|
| CX01 | Expiry of patent term |