CN205036142U - Large -scale underground tank - Google Patents
Large -scale underground tank Download PDFInfo
- Publication number
- CN205036142U CN205036142U CN201520754166.2U CN201520754166U CN205036142U CN 205036142 U CN205036142 U CN 205036142U CN 201520754166 U CN201520754166 U CN 201520754166U CN 205036142 U CN205036142 U CN 205036142U
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- Prior art keywords
- coat
- multiaspect
- wall
- pool wall
- pressure
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Abstract
The utility model discloses mainly belong to stainless steel reinforcing bar application technique field, concretely relates to large -scale underground tank. Including pool wall and bottom plate, the pool wall is by constituteing to interior multiaspect underground continuous wall, back up coat and waterproof layer outward, the back up coat is for consolidating strip netted the arranging that assume diamond in shape, and reinforce performance is better, the waterproof layer is filled in the back up coat outside to leave the pressure release hole in the rhombus net, carry out pressure in case of necessity and dredge, prevent to collapse because of the too big emergence of pressure, the bottom plate is pour by the reinforcing bar and is formed, links to each other with multiaspect underground continuous wall through connecting the foundry goods, the bottom plate bottom still is provided with counter weight and supporting shoe, the supporting shoe sets up between the counter weight, and the prevention is floated. The utility model discloses on adopting the basis of multiaspect underground continuous wall as the pool wall, add back up coat and waterproof layer to and set up the pressure release hole between the layer structure, realize having under the circumstances of other buildings in narrow and small space or peripheral also operatable, and the pool wall crushing resistance is high, more durable.
Description
Technical field
The utility model mainly belongs to stainless steel rebar applied technical field, is specifically related to a kind of Large Underground pond.
Background technology
When building underground tank, many employings dig on a wide area maybe needs to beat steel sheet pile enclosure to prevent the landslide of periphery earth, workload and maintenance cost are all very high, cannot dig on a wide area be adopted when small space or periphery have other buildings, be subject to severely restricts; And pool wall is subject to soil pressure and groundwater pressure outside pool inner water pressure, pond, easily there is seepage accident, there is very large potential safety hazard.
Chinese patent (CN201420456391.3) discloses a kind of anti-floating towing force pond, adopt diaphragm wall as pool wall of pool, opposing underground water uplift pressure is assisted by diaphragm wall lateral wall frictional force, pool wall is outer without soil excavation, but does not have clear improvement for the problem that seepage accident easily occurs pool wall.
Utility model content
The technical problem that the utility model solves is that existing large pool cannot adopt dig on a wide area when small space periphery has other buildings, is subject to severely restricts; And pool wall is subject to soil pressure and groundwater pressure outside pool inner water pressure, pond, easily there is seepage accident, there is very large potential safety hazard.
For solving the problem, we have proposed a kind of Large Underground pond, at employing multiaspect diaphragm wall as on the basis of pool wall, set up back-up coat and waterproofing course, and relief hole is set up between Rotating fields, realize also can operating when small space or periphery have other buildings, and pool wall crushing resistance is high, more durable.
For achieving the above object, the utility model provides a kind of Large Underground pond, comprises pool wall and base plate, described pool wall multiaspect diaphragm wall, back-up coat and waterproofing course composition from outside to inside; Described back-up coat is that reinforcing strip assumes diamond in shape netted arrangement, and reinforcement performance is better, and described waterproofing course is filled in outside back-up coat, and leaves relief hole in rhombus net, carries out pressure if desired and dredges, and prevents from caving in because pressure is excessive; Described base plate is built by reinforcing bar and is formed, and be connected with multiaspect diaphragm wall by connecting foundry goods, described base plate bottom is also provided with counterweight and back-up block, and described back-up block is arranged between counterweight, and prevention is floated.
Further, described multiaspect diaphragm wall is reinforced concrete wall, strengthens soundness.
Further, described multiaspect diaphragm wall is exasperate towards the side outside pond, and uneven, increasing friction force, is connected firmly with soil layer.
Further, described pool wall is provided with pressure alarm, sends warning when pressure is excessive.
Further, described connection foundry goods is expansion bolt, connects more firm.
The beneficial effects of the utility model are: 1. pool wall adopts multiaspect diaphragm wall to make, and realizes also can operating when small space or periphery have other buildings; 2. set up back-up coat and waterproofing course, safety is with firm more; 3. set up relief hole, can pressure release in the excessive situation of of short duration pressure, be unlikely to cave in; 4. base plate bottom is provided with counterweight and back-up block, and anti-floating ability is strong.
Accompanying drawing explanation
Fig. 1 is vehicle bottom structural representation of the present utility model.
In figure, 1-pool wall, 11-multiaspect diaphragm wall, 12-back-up coat, 13-waterproofing course, 2-base plate, 21-counterweight, 22-back-up block.
Detailed description of the invention
For making the object of the utility model embodiment, technical scheme and advantage clearly, below in conjunction with the accompanying drawing in the utility model embodiment, technical scheme in the utility model embodiment is clearly and completely described, obviously, described embodiment is the utility model part embodiment, instead of whole embodiments.Based on the embodiment in the utility model, those of ordinary skill in the art are not making the every other embodiment obtained under creative work prerequisite, all belong to the scope of the utility model protection.
Embodiment 1:
A kind of Large Underground pond, comprise pool wall 1 and base plate 2, described pool wall 1 multiaspect diaphragm wall 11 from outside to inside, back-up coat 12 and waterproofing course 13 form; The netted arrangement for reinforcing strip assumes diamond in shape of described back-up coat 2, reinforcement performance is better, and described waterproofing course 13 is filled in outside back-up coat 2, and leaves relief hole in rhombus net, carries out pressure if desired and dredges, and prevents from caving in because pressure is excessive; Described base plate 2 is built by reinforcing bar and is formed, and be connected with multiaspect diaphragm wall 11 by connecting foundry goods, described base plate 2 bottom is also provided with counterweight 21 and back-up block 22, and described back-up block 22 is arranged between counterweight 21, and prevention is floated.
Described multiaspect diaphragm wall 11 is reinforced concrete wall, strengthens soundness.
Described multiaspect diaphragm wall 11 is exasperate towards the side outside pond, and uneven, increasing friction force, is connected firmly with soil layer.
Described pool wall 1 is provided with pressure alarm, sends warning when pressure is excessive.
Described connection foundry goods is expansion bolt, connects more firm.
The beneficial effect of the present embodiment is: 1. pool wall adopts multiaspect diaphragm wall to make, and realizes also can operating when small space or periphery have other buildings; 2. set up back-up coat and waterproofing course, safety is with firm more; 3. set up relief hole, can pressure release in the excessive situation of of short duration pressure, be unlikely to cave in; 4. base plate bottom is provided with counterweight and back-up block, and anti-floating ability is strong.
Claims (5)
1. a Large Underground pond, comprise pool wall (1) and base plate (2), it is characterized in that: described pool wall (1) multiaspect diaphragm wall (11) from outside to inside, back-up coat (12) and waterproofing course (13) form; Described back-up coat (2) netted arrangement for reinforcing strip assumes diamond in shape, described waterproofing course (13) is filled in back-up coat (2) outside, and leaves relief hole in rhombus net; Described base plate (2) is built by reinforcing bar and is formed, be connected with multiaspect diaphragm wall (11) by connecting foundry goods, described base plate (2) bottom is also provided with counterweight (21) and back-up block (22), and described back-up block (22) is arranged between counterweight (21).
2. a kind of Large Underground pond as claimed in claim 1, is characterized in that: described multiaspect diaphragm wall (11) is reinforced concrete wall.
3. a kind of Large Underground pond as claimed in claim 1, is characterized in that: described multiaspect diaphragm wall (11) is exasperate towards the side outside pond, uneven.
4. a kind of Large Underground pond as claimed in claim 1, is characterized in that: (1) is provided with pressure alarm to described pool wall.
5. a kind of Large Underground pond as claimed in claim 1, is characterized in that: described connection foundry goods is expansion bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520754166.2U CN205036142U (en) | 2015-09-25 | 2015-09-25 | Large -scale underground tank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520754166.2U CN205036142U (en) | 2015-09-25 | 2015-09-25 | Large -scale underground tank |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205036142U true CN205036142U (en) | 2016-02-17 |
Family
ID=55295051
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520754166.2U Expired - Fee Related CN205036142U (en) | 2015-09-25 | 2015-09-25 | Large -scale underground tank |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205036142U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107399813A (en) * | 2017-08-25 | 2017-11-28 | 河南文博建设工程有限公司 | A kind of method that septic tank is set using existing building raft foundation |
| CN107794952A (en) * | 2017-11-08 | 2018-03-13 | 中国恩菲工程技术有限公司 | Garbage pool and its method of construction |
| CN114382107A (en) * | 2022-01-12 | 2022-04-22 | 孙华 | Anti-floating underground building |
-
2015
- 2015-09-25 CN CN201520754166.2U patent/CN205036142U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107399813A (en) * | 2017-08-25 | 2017-11-28 | 河南文博建设工程有限公司 | A kind of method that septic tank is set using existing building raft foundation |
| CN107399813B (en) * | 2017-08-25 | 2018-03-27 | 河南文博建设工程有限公司 | A kind of method that septic tank is set using existing building raft foundation |
| CN107794952A (en) * | 2017-11-08 | 2018-03-13 | 中国恩菲工程技术有限公司 | Garbage pool and its method of construction |
| CN114382107A (en) * | 2022-01-12 | 2022-04-22 | 孙华 | Anti-floating underground building |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee | ||
| CP02 | Change in the address of a patent holder |
Address after: 526100 Guangdong city of Zhaoqing Province Gaoyao Jinli Tao Industrial Park Patentee after: GUANGFENG (ZHAOQING) STEEL INDUSTRY Co.,Ltd. Address before: 526100 Guangdong city of Guangzhou province Zhaoqing City Gaoyao Jinli Tao Industrial Park Patentee before: GUANGFENG (ZHAOQING) STEEL INDUSTRY Co.,Ltd. |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160217 Termination date: 20210925 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |