CN202248081U - Combined underground reservoir integrally formed by pouring - Google Patents
Combined underground reservoir integrally formed by pouring Download PDFInfo
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- CN202248081U CN202248081U CN2011201645621U CN201120164562U CN202248081U CN 202248081 U CN202248081 U CN 202248081U CN 2011201645621 U CN2011201645621 U CN 2011201645621U CN 201120164562 U CN201120164562 U CN 201120164562U CN 202248081 U CN202248081 U CN 202248081U
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Abstract
The utility model relates to a combined underground reservoir integrally formed by pouring. The combined underground reservoir integrally formed by pouring comprises corner unit boxes, side unit boxes and an inner unit box which are arranged regularly in a rectangular matrix shape, wherein side walls of box bodies of the adjacent unit boxes are provided with communicating pipes; box covers are provided with manholes; gaps are left among the unit boxes; the thicknesses of the inner walls of the box bodies of the unit boxes in the reservoir are 30-50% that of the outer walls; the end faces of the outer walls are provided with bosses and are uniformly provided with steel tie bars; and the concretes for connecting the adjacent inner walls of the adjacent corner unit boxes are arranged in a gap between the adjacent corner unit boxes. According to the combined underground reservoir integrally formed by pouring provided by the utility model, the corner unit boxes of the combined underground reservoir are connected into an integrated body by the concretes, so that the strength, rigidity and wholeness of the underground reservoir are improved; and particularly, a communicating channel formed by pouring the concretes is arranged between communicating holes for the adjacent inner walls of the adjacent corner unit boxes, so that water seepage at the communicating holes for the side walls of the corner unit boxes does not occurs easily.
Description
Technical field
The utility model relates to a kind of combined type underground conservation pool, particularly a kind of unit cells of combined type underground conservation pool and the connection between the unit cells.
Background technology
Underground conservation pool is used for conduct usefulness such as pond, fire cistern or septic tank from the beginning.The volume of underground conservation pool is bigger, and underground conservation pool generally is to form with the steel concrete cast, and underground conservation pool is in the soil layer under the face of land; Destroy going to the bottom of underground conservation pool when preventing soil layer differential settlement under the face of land, cause underground conservation pool to ftracture because of going to the bottom and leak in a large number and can not use, underground conservation pool is processed the combined type underground conservation pool that is combined by rectangular array proper alignment and the unit box that is connected by a plurality of; Unit box is the steel concrete box of regular hexahedron shape; Unit box has box body and lid, and the box body is the square tubular box body that rectangular base and four sidewalls are arranged, and the thickness of four sidewalls of box body equates; For guaranteed strength; According to the size of unit box volume, the thickness of box body sidewall is 100 millimeters～300 millimeters, and the sidewall of adjacent cells box box body has intercommunicating pore; Be stamped the rectangular flat lid on the square nozzle of box body, manhole is arranged on the lid.Form the bigger reservoir of volume in order to let a plurality of unit box inner chambers be connected as a single entity; In the prior art; Unit box fitly is arranged in underground by rectangular array; Gapped between the adjacent cells box, be connected with the connection water pipe between the intercommunicating pore of adjacent cells box box body sidewall, the two ends that are communicated with water pipe are that cement is connected between the intercommunicating pore of adjacent cells box box body sidewall with the concrete.This underground conservation pool is because gapped between the unit box; The intercommunicating pore of adjacent cells box box body sidewall is to use concrete to link to each other as cement with being communicated with water pipe; Intensity, rigidity and the globality that makes underground conservation pool is not very high; When under the face of land during soil layer differential settlement, unit box sidewall intercommunicating pore place be easy to take place because intercommunicating pore be communicated with water pipe and between the splicing concrete cracking and seep water.
Summary of the invention
The purpose of the utility model is in order to overcome above-mentioned deficiency, to propose a kind of intensity, rigidity and globality height, the whole underground conservation pool of the combined type that is not easy to seep water at unit box sidewall intercommunicating pore place cast connection.
The utility model is realized with following method.
The combined type cast connects whole underground conservation pool has four angle unit boxes by the rectangular array proper alignment, and the angle unit box is the steel concrete box of regular hexahedron shape, and the angle unit box has box body and lid; The box body is the square tubular box body that rectangular base and four sidewalls are arranged, and the sidewall of adjacent angular unit box box body has intercommunicating pore, is connected with water pipe between the intercommunicating pore; Be stamped the rectangular flat lid on the square nozzle of box body, manhole is arranged on the lid, gapped between the unit box of angle; In four sidewalls of unit box side, angle tubular box body, a pair of two adjacent sidewalls are outer walls, and another is inwalls to two adjacent sidewalls; The thickness of inwall is 30%～50% of outer wall thickness, and the sidewall of sides adjacent unit box and angle unit box has intercommunicating pore, and the sidewall of sides adjacent unit box and interior unit box has intercommunicating pore; The sidewall of sides adjacent unit box box body has intercommunicating pore, is connected with water pipe between the intercommunicating pore, is stamped the rectangular flat lid on the square nozzle of box body; Manhole is arranged on the lid, gapped between sides adjacent unit box and the angle unit box, gapped between the sides adjacent unit box; The sidewall of sides adjacent unit box and interior unit box has intercommunicating pore, and the sidewall of adjacent interior unit box box body has intercommunicating pore, is connected with water pipe between the intercommunicating pore; Be stamped the rectangular flat lid on the square nozzle of box body, manhole is arranged on the lid, gapped between sides adjacent unit box and the interior unit box; Gapped between the unit box in adjacent; Outer wall and inwall intersect the end end face outside to be had from the bottom surface to the boss of nozzle face, and outer wall and inwall intersect the inboard crossing end end face with two inwalls of an end end face has the steel tie that is uniformly distributed with to the nozzle face from the bottom surface, and the height of boss is half of gap between the adjacent angular unit box; The height of steel tie be between the adjacent angular unit box gap 70%～90%, the concrete that connects adjacent angular unit box adjacent inner wall is arranged in the gap between the adjacent angular unit box.
During installation, go out and four holes of matching at mine working earlier, press the rectangular array proper alignment to four angle unit box box bodies in the hole then by the angle unit box of rectangular array proper alignment; Become combination cubic, the outer wall of each angle unit box box body is the outer wall of combination cubic, and the boss of adjacent angular unit box box body adjacent inner wall offsets; Then has certain clearance between the adjacent angular unit box box body; The boss that outer wall and inwall intersect the end end face outside can cross the gap between the adjacent angular unit box box body, and the gap is the cast chamber, between the intercommunicating pore of adjacent angular unit box box body adjacent inner wall, tube connector is arranged; Tube connector is equivalent to the mould of intercommunicating pore; Fluid concrete in the cast chamber between adjacent angular unit box box body again, the steel tie that outer wall and inwall end face are uniformly distributed with can improve concrete strength, treat concrete setting after; Four angle unit box box bodies hold together securely, become the bigger underground conservation pool of volume.
The utility model is linked as integral body to the angle unit box of combined type underground conservation pool with concrete; Intensity, rigidity and the globality of underground conservation pool are improved; Be the communication passage that forms with concrete pouring between the adjacent angular unit box adjacent inner wall intercommunicating pore particularly; When under the face of land during soil layer differential settlement, unit box sidewall intercommunicating pore place is not easy to seep water at the angle.
The utility model is to connect with the unit box cast to combine, and it is big that the reservoir that combines has only the thickness of outer wall to need, and inwall can be thinner, can save concrete material to a certain extent.
Below in conjunction with accompanying drawing, the utility model is done explanation further.
Description of drawings
Fig. 1 cuts open sketch map according to the master office of looking of the whole underground conservation pool of a kind of combined type cast connection of the invention scheme proposition of the utility model;
Fig. 2 is that sketch map cuts open in the office of overlooking of Fig. 1;
Fig. 3 is the schematic top plan view with whole underground conservation pool of combined type cast connection of side unit box;
Fig. 4 is that the combined type with side unit box and interior unit box is poured into a mould the schematic top plan view that is connected whole underground conservation pool;
Fig. 5 is that the combined type with a plurality of side unit boxes and a plurality of interior unit boxes is poured into a mould the schematic top plan view that is connected whole underground conservation pool;
Fig. 6 is the schematic top plan view of angle unit box box body;
Fig. 7 is the schematic top plan view of side unit box box body;
Fig. 8 is the schematic top plan view of interior unit box box body;
Fig. 9 is the schematic top plan view with angle unit box of rounded edges;
Figure 10 is the schematic top plan view with angle unit box of chamfering rib;
Figure 11 is the schematic top plan view with angle unit box of circular arc outer wall;
Figure 12 is the schematic top plan view with side unit box of circular arc lateral surface;
Figure 13 is the schematic top plan view with side unit box of dihedral angle side;
Figure 14 is the schematic top plan view with side unit box of three sides.
The specific embodiment
Among Fig. 1, Fig. 2, Fig. 6, the combined type cast connects whole underground conservation pool has four angle unit boxes 1 by the rectangular array proper alignment, and the angle unit box is the steel concrete box of regular hexahedron shape; The angle unit box has box body 2 and lid 3, and the box body is the square tubular box body that rectangular base 4 and four sidewalls are arranged, and is stamped the rectangular flat lid on the square nozzle of box body; Manhole 5 is arranged on the lid, gapped 6 between the unit box of angle, in four sidewalls of unit box side, angle tubular box body; A pair of two adjacent sidewalls are outer walls 7; Another is inwalls 8 to two adjacent sidewalls, and the thickness of inwall is 30%～50% of outer wall thickness, between the inwall of adjacent angular unit box box body intercommunicating pore 9 is arranged; Tube connector 10 is arranged between the intercommunicating pore; Outer wall and inwall intersect the end end face outside to be had from the bottom surface to the boss 11 of nozzle face, and outer wall and inwall intersect the inboard crossing end end face with two inwalls of an end end face has the steel tie 12 that is uniformly distributed with to the nozzle face from the bottom surface, and the height of boss is half of gap between the adjacent angular unit box; The height of steel tie be between the adjacent angular unit box gap 70%～90%, the drawknot concrete 13 that connects the adjacent angular unit box is arranged in the gap between the adjacent angular unit box.
The cast of combinations thereof formula connects whole underground conservation pool and is made up of four angle unit boxes by the rectangular array proper alignment; Volume is limited; If underground conservation pool needs bigger volume; Combine with regard to needing more unit box, more unit box is between adjacent angle unit box, to be arranged with the side unit box when combining; If underground conservation pool needs bigger volume, just need more unit box and combine, it is between the sides adjacent unit box of above-mentioned big volume underground conservation pool, to be arranged with interior unit box that more unit box is combined.
Among Fig. 3, the combined type cast connects whole underground conservation pool and is combined by angle unit box 1 and side unit box 27.
Among Fig. 4, bigger combined type cast connects whole underground conservation pool and is combined by angle unit box 1, side unit box 27 and interior unit box 28.
Among Fig. 5, bigger combined type cast connects whole underground conservation pool and is combined by angle unit box 1, side unit box 27 and interior unit box 28.
The utility model is to connect with the unit box cast to combine, and it is big that the reservoir that combines has only the thickness of outer wall to need, and inwall can be thinner; The thickness of inwall is 30%～50% of outer wall thickness; When combining, press the difference of wall thickness, have three kinds of unit boxes: angle unit box, side unit box and interior unit box for more unit box; Gapped between the adjacent cells box box body inwall of the bigger volume underground conservation pool of forming by angle unit box and side unit box; Intercommunicating pore is arranged between the inwall, tube connector is arranged between the intercommunicating pore, the drawknot concrete that connects the adjacent angular unit box is arranged in the gap between the adjacent angular unit box.
Among Fig. 6, the angle unit box as stated.
Among Fig. 7, the side unit box is the steel concrete box of the regular hexahedron shape identical with the angle unit box, and the side unit box has box body and lid; The box body is the square tubular box body that rectangular base and four sidewalls are arranged, and in four sidewalls of box body, a sidewall is an outer wall 14; Three sidewalls are inwalls 15 in addition; The thickness of outer wall equates that with the thickness of angle unit box outer wall the thickness of inwall is 30%～50% of outer wall thickness, and intercommunicating pore is arranged on the inwall; Outer wall and inwall intersect the end end face outside to be had from the bottom surface to the boss 16 of nozzle face; Outer wall and inwall intersect the inboard end end face that intersects with two inwalls of an end end face has the steel tie 17 that is uniformly distributed with to the nozzle face from the bottom surface, and the height of boss is half of gap between the adjacent cells box, the height of steel tie be between the adjacent angular unit box gap 70%～90%.
Among Fig. 8; Interior unit box is the steel concrete box of the regular hexahedron shape identical with the angle unit box, and interior unit box has box body and lid, and the box body is the square tubular box body that rectangular base and four sidewalls are arranged; Four sidewalls 18 of box body all are inwalls; The thickness of four inwalls equates, the thickness of inwall is on 30%～50%, four inwalls of angle unit box outer wall thickness intercommunicating pore 19 to be arranged; The end face of four inwalls has from the bottom surface to the steel tie 20 of nozzle face, the height of steel tie be between the adjacent angular unit box gap 70%～90%.
In order to improve the intensity of angle unit box box body and side unit box box body; The outer wall of angle unit box box body and side unit box box body can be circular arc or chamfering; Cause the square nozzle of angle unit box box body to change, correspondingly lid also changes, and lid is identical with the shape of square nozzle.
Among Fig. 9, between the adjacent outer wall of angle unit box box body rounded edges 21 is arranged.
Among Figure 10, between the adjacent outer wall of angle unit box box body chamfering rib 22 is arranged.
Among Figure 11, the angle adjacent outer wall of unit box box body is a circular arc outer wall 23.
Among Figure 12, the outer wall of side unit box box body is an arc surface 24.
Among Figure 13, the outer wall of side unit box box body is a dihedral angle face 25.
Among Figure 14, the outer wall of side unit box box body is to have three sides 26.
For the cast of the combined type that prevents to process connects the whole underground conservation pool outside seepage of water in the reservoir in use, inner surface is compounded with waterproof layer at the bottom of the inner surface of the outer wall of unit box and box.Waterproof layer can be frp layer, plastic layer or water-repellent paint layer.
The length of side that the cast of the combined type of actual production connects whole underground conservation pool unit box is 1.5～2.0 meters, highly is that volume and weight is bigger about 3 meters, for transport, storage and easy for installation, unit box can be divided into 1～3 section in short transverse.
Claims (5)
1. a combined type cast connects whole underground conservation pool, and four angle unit boxes by the rectangular array proper alignment are arranged, and the angle unit box is the steel concrete box of regular hexahedron shape; The angle unit box has box body and lid, and the box body is the square tubular box body that rectangular base and four sidewalls are arranged, and the sidewall of adjacent angular unit box box body has intercommunicating pore; Be connected with water pipe between the intercommunicating pore, be stamped the rectangular flat lid on the square nozzle of box body, manhole is arranged on the lid; Gapped between the unit box of angle; It is characterized in that: in four sidewalls of unit box side, angle tubular box body, a pair of two adjacent sidewalls are outer walls, and another is inwalls to two adjacent sidewalls; The thickness of inwall is 30%～50% of outer wall thickness; The end face outside that outer wall and inwall intersect an end has from the bottom surface to the boss of nozzle face, and outer wall and inwall intersect the inboard crossing end end face with two inwalls of an end end face has the steel tie that is uniformly distributed with to the nozzle face from the bottom surface, and the height of boss is half of gap between the adjacent angular unit box; The height of steel tie be between the adjacent angular unit box gap 70%～90%, the concrete that connects adjacent angular unit box adjacent inner wall is arranged in the gap between the adjacent angular unit box.
2. connect whole underground conservation pool by the cast of the described combined type of claim 1, it is characterized in that: between the described adjacent angle unit box side unit box is arranged, the side unit box is the steel concrete box of the regular hexahedron shape identical with the angle unit box; The side unit box has box body and lid, and the box body is the square tubular box body that rectangular base and four sidewalls are arranged, and the sidewall of sides adjacent unit box and angle unit box has intercommunicating pore; The sidewall of sides adjacent unit box box body has intercommunicating pore, is connected with water pipe between the intercommunicating pore, is stamped the rectangular flat lid on the square nozzle of box body; Manhole is arranged on the lid, gapped between sides adjacent unit box and the angle unit box, gapped between the sides adjacent unit box; In four sidewalls of side unit box box body; A sidewall is an outer wall, and three sidewalls are inwalls in addition, and the thickness of inwall is 30%～50% of outer wall thickness; The outside that outer wall and inwall intersect an end end face has from the bottom surface to the boss of nozzle face; There is the steel tie that is uniformly distributed with the inboard that outer wall and inwall intersect an end end face, and the height of boss is the half the of gap between the adjacent cells box, the height of steel tie be between the adjacent angular unit box gap 70%～90%.
3. connect whole underground conservation pool by the described combined type cast of claim 2; It is characterized in that: between the described adjacent side unit box interior unit box is arranged, interior unit box is the steel concrete box of the regular hexahedron shape identical with the angle unit box, and the sidewall of sides adjacent unit box and interior unit box has intercommunicating pore; The sidewall of unit box box body has intercommunicating pore in adjacent; Be connected with water pipe between the intercommunicating pore, be stamped the rectangular flat lid on the square nozzle of box body, manhole is arranged on the lid; Gapped between sides adjacent unit box and the interior unit box; Gapped between the unit box in adjacent, the thickness of four sidewalls of interior unit box box body equates that the thickness of sidewall is 30%～50% of angle unit box outer wall thickness.
4. connect whole underground conservation pool by claim 1,2 or 3 described combined type cast, it is characterized in that: the inner surface of the outer wall of described unit box, the inner surface at the bottom of the box are compounded with waterproof layer.
5. connect whole underground conservation pool by claim 1,2 or 3 described combined type cast, it is characterized in that: described unit box is divided into 1～3 section in short transverse.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201645621U CN202248081U (en) | 2011-05-21 | 2011-05-21 | Combined underground reservoir integrally formed by pouring |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201645621U CN202248081U (en) | 2011-05-21 | 2011-05-21 | Combined underground reservoir integrally formed by pouring |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202248081U true CN202248081U (en) | 2012-05-30 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011201645621U Expired - Fee Related CN202248081U (en) | 2011-05-21 | 2011-05-21 | Combined underground reservoir integrally formed by pouring |
Country Status (1)
| Country | Link |
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| CN (1) | CN202248081U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107366346A (en) * | 2016-05-13 | 2017-11-21 | 三之星机带株式会社 | The reservoir structure and water storage construction method of underground storage groove |
| 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 |
| CN107605025A (en) * | 2017-10-31 | 2018-01-19 | 武汉圣禹排水系统有限公司 | The precast segment and prefabricated assembled storage pond of a kind of assembled storage pond |
| CN107687195A (en) * | 2017-08-31 | 2018-02-13 | 宗德东 | Rain collector in a kind of park |
| CN109415887A (en) * | 2016-07-12 | 2019-03-01 | 旭混凝土工业株式会社 | Underground water storage facility |
| CN109973111A (en) * | 2019-03-22 | 2019-07-05 | 北京城建集团有限责任公司 | A kind of pilot tunnel water storage system and its construction method |
| CN117587907A (en) * | 2024-01-03 | 2024-02-23 | 上海勘测设计研究院有限公司 | Prefabricated modular assembled rainwater and sewage regulation and storage tank |
-
2011
- 2011-05-21 CN CN2011201645621U patent/CN202248081U/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107366346A (en) * | 2016-05-13 | 2017-11-21 | 三之星机带株式会社 | The reservoir structure and water storage construction method of underground storage groove |
| CN107366346B (en) * | 2016-05-13 | 2021-04-13 | 三之星机带株式会社 | Water storage structure of underground water storage tank and water storage construction method |
| CN109415887A (en) * | 2016-07-12 | 2019-03-01 | 旭混凝土工业株式会社 | Underground water storage facility |
| CN109415887B (en) * | 2016-07-12 | 2021-07-16 | 旭混凝土工业株式会社 | Underground water storage facility |
| 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 |
| CN107687195A (en) * | 2017-08-31 | 2018-02-13 | 宗德东 | Rain collector in a kind of park |
| CN107605025A (en) * | 2017-10-31 | 2018-01-19 | 武汉圣禹排水系统有限公司 | The precast segment and prefabricated assembled storage pond of a kind of assembled storage pond |
| CN107605025B (en) * | 2017-10-31 | 2024-03-26 | 武汉圣禹排水系统有限公司 | Prefabricated subassembly and prefabricated assembled regulation pond of assembled regulation pond |
| CN109973111A (en) * | 2019-03-22 | 2019-07-05 | 北京城建集团有限责任公司 | A kind of pilot tunnel water storage system and its construction method |
| CN117587907A (en) * | 2024-01-03 | 2024-02-23 | 上海勘测设计研究院有限公司 | Prefabricated modular assembled rainwater and sewage regulation and storage tank |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120530 Termination date: 20150521 |
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| EXPY | Termination of patent right or utility model |