CN104863398A - Stressed wallboard structure for open and super-deep pool - Google Patents
Stressed wallboard structure for open and super-deep pool Download PDFInfo
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- CN104863398A CN104863398A CN201510239096.1A CN201510239096A CN104863398A CN 104863398 A CN104863398 A CN 104863398A CN 201510239096 A CN201510239096 A CN 201510239096A CN 104863398 A CN104863398 A CN 104863398A
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- wall
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- panel structure
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Abstract
The invention provides a stressed wallboard structure for an open and super-deep pool. The wallboard structure comprises a pool inner wall, a pool outer wall which is arranged on the peripheral of the pool inner wall and multiple intermediate partition plates, wherein the two ends of the intermediate partition plates are connected with the pool inner wall and the pool outer wall to form multiple box-type spaces. The box-type space structure can provide the stronger flexural rigidity, bear the lateral load suffered by the pool walls, and utilize filled earth in the box-type spaces to resist water buoyancy. The stressed wallboard structure for the open and super-deep pool has the advantages that the design method of the wallboard structure is simple, the construction is easy, and the stressed wallboard structure for the open and super-deep pool is economical and applicable.
Description
Technical field
The invention belongs to technical field of civil engineering, particularly relate to the stressed wall panel structure in a kind of uncovered ultra-deep pond.
Background technology
Pond is widely used in industry with civilian construction, and be made up of pool wall and pond base plate, pool wall bears the lateral loads such as soil pressure and hydraulic pressure.Existing open water pool pool wall adopts straight wall type wallboard (pond dark≤5 meters), buttress type wallboard (the dark < in pond 7 meters), buttress type wallboard add horizontal girt strip (pond dark >=7 meters).Along with the development of social science technology and economy, the especially rapid progress of marine cause, needs larger, that the degree of depth the is darker engineering pond of capacity to meet growing research and production demand.In engineering practice, as pool wall ultra-deep (the dark > in pond 15 meters), because moment of flexure, axle power suffered by counterfort are very large, make counterfort spacing little, cross section is large, and reinforcing bar is thick and close, and difficulty of construction is large; According to the different-stiffness ratio of wallboard between counterfort and counterfort, even if arrange horizontal girt strip, also bear larger moment of flexure and axle power bottom wallboard, require that wallboard cross section is thicker, arrangement of reinforcement is more; Pond baseboard not only bears Foundation pressure and water buoyancy, also wants build-in wallboard and counterfort, makes pond baseboard also need thicker cross section.On the other hand, in order to meet the stability against floating requirement in pond, also have to expand pond baseboard area or thicken pond baseboard cross section to increase deadweight, opposing buoyancy.For uncovered ultra-deep pond, existing wallboard form can not meet reasonable stress, the requirement such as economic and practical.Therefore, the stressed wall panel structure developing uncovered ultra-deep pond has practical value.
Summary of the invention
The object of the present invention is to provide a kind of stressed wall panel structure of uncovered ultra-deep pond.The method for designing of described wall panel structure is simple, and easy construction is simultaneously economic and practical.
The stressed wall panel structure in described uncovered ultra-deep pond, comprise pool inner wall, be arranged on the pond outer wall of described pool inner wall periphery, and multiple central dividing plate, wherein said multiple central dividing plate is connected to form multiple box space with described pool inner wall and described pond outer wall respectively at respective two ends.
Wherein said pool inner wall, described pond outer wall, described central dividing plate are all connected with pond baseboard.
The stressed wallboard of box be made up of pool inner wall, pond outer wall and central dividing plate can provide stronger bending rigidity, bears pool wall institute laterally-loaded.Wherein pool inner wall and pond outer wall bear a part of pool wall moment of flexure by stiffness by itself, and form moment by the tension of pool inner wall and pond outer wall or pressurized simultaneously and also bear a part of pool wall moment of flexure, central dividing plate mainly bears pool wall shearing.
In the stressed wall panel structure in described uncovered ultra-deep pond, insert inserts such as plain soil in the box space that pool inner wall, pond outer wall and central dividing plate can be utilized to be formed to resist water buoyancy, meet the stability against floating requirement in pond.
Described stressed wall panel structure each several part synergy, meets stressed rule, simple with pond baseboard anchor connection, easy construction, saving construction cost.
The invention has the beneficial effects as follows: in pond ultra-deep, lateral load is larger, when buoyancy is larger, adopt and provide bending rigidity by the stressed wallboard of box of inwall, outer wall and central dividing plate composition, bear pool wall institute laterally-loaded, and utilize the opposing water buoyancy that bankets in box space, stress performance is good, efficiently reduce cross section and the arrangement of reinforcement of pool wall component, make easy construction, economic and practical.
Accompanying drawing explanation
Figure 1A is the layout plan of the stressed wall panel structure in uncovered ultra-deep pond according to a kind of detailed description of the invention of the present invention.
Figure 1B is the layout plan of the stressed wall panel structure in uncovered ultra-deep pond according to another kind of detailed description of the invention of the present invention.
Fig. 2 is the sectional drawing of the stressed wall panel structure in uncovered ultra-deep pond.
Fig. 3 is the partial schematic diagram of the stressed wall panel structure in uncovered ultra-deep pond.
Number in the figure: 1 is pool inner wall, 2 is pond outer wall, and 3 is central dividing plate, and 4 is element soil, and 5 is pond baseboard.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments technical scheme of the present invention made and further illustrating.Should be appreciated that described detailed description of the invention or embodiment be for illustration of, instead of be used for limiting the scope that this application claims protection.
Figure 1A to Fig. 3 is respectively the layout plan of the stressed wall panel structure in a kind of uncovered ultra-deep pond of the present invention, sectional drawing and partial schematic diagram.
In the embodiment of the stressed wall panel structure in a kind of uncovered ultra-deep pond, in pool inner wall 1 periphery, one pond outer wall 2 is set, multiple central dividing plate 3 is arranged between pool inner wall 1 and pond outer wall 2, described central dividing plate 3 one end is connected with pool inner wall 1, described central dividing plate 3 other end is connected with pond outer wall 2, described pond inside and outside wall 1, pond outer wall 2 form multiple box space with central dividing plate 3, banket 4 in described box space, pool inner wall 1, pond outer wall 2, central dividing plate 3 all with pond baseboard 5 anchor connection.
Figure 1A describes a kind of arrangement of the stressed wall panel structure in described uncovered ultra-deep pond, and wherein pond outer wall 2 is arranged on the periphery of pool inner wall 1 in the mode that part is surrounded.Figure 1B describes the another kind of arrangement of the stressed wall panel structure in described uncovered ultra-deep pond, and wherein pond outer wall 2 is arranged on the periphery of pool inner wall 1 in the mode of surrounding completely.
According to the different detailed description of the invention of the stressed wall panel structure in uncovered ultra-deep pond, the desirable L=of spacing (1/4 ~ 1/3) H of pool inner wall and pond outer wall, wherein H is pond height, the desirable B=of central dividing plate spacing (0.5 ~ 1.0) L.
Above-mentionedly to be described in detail for detailed description of the invention or embodiment, but this just illustrates as to goal of the invention example, and do not limit the scope of appended claims.Should be appreciated that and the difference of concrete scheme described herein is replaced, changes and modify the connotation and extension not departing from the claims in the present invention and define, thus the application's invention scope required for protection should be belonged to.
Claims (9)
1. the stressed wall panel structure in a uncovered ultra-deep pond, it comprises pool inner wall, is arranged on the pond outer wall of described pool inner wall periphery, and multiple central dividing plate, wherein said multiple central dividing plate is connected to form multiple box space with described pool inner wall and described pond outer wall respectively at respective two ends.
2. wall panel structure according to claim 1, wherein said pond outer wall is arranged on the periphery of described pool inner wall in the mode of partly or entirely surrounding.
3. wall panel structure according to claim 1, wherein said multiple central dividing plate is connected with described pond outer wall vertical with described pool inner wall respectively at respective two ends.
4. wall panel structure according to claim 1, wherein said pool inner wall, described pond outer wall, described central dividing plate are all connected with pond baseboard.
5. wall panel structure according to claim 4, wherein said pool inner wall, described pond outer wall, described central dividing plate all with pond baseboard anchor connection.
6. wall panel structure according to claim 1, inserts inserts in wherein said box space.
7. wall panel structure according to claim 6, wherein said inserts is element soil.
8. wall panel structure according to claim 1, the spacing of wherein said pool inner wall and described pond outer wall is 1/4 to 1/3 of pond height.
9. wall panel structure according to claim 1, the spacing of wherein said central dividing plate is 0.5 to 1.0 of described pool inner wall and described pond outer wall spacing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510239096.1A CN104863398A (en) | 2015-05-12 | 2015-05-12 | Stressed wallboard structure for open and super-deep pool |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510239096.1A CN104863398A (en) | 2015-05-12 | 2015-05-12 | Stressed wallboard structure for open and super-deep pool |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104863398A true CN104863398A (en) | 2015-08-26 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510239096.1A Pending CN104863398A (en) | 2015-05-12 | 2015-05-12 | Stressed wallboard structure for open and super-deep pool |
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| CN (1) | CN104863398A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107060448A (en) * | 2017-04-21 | 2017-08-18 | 山东钢铁集团日照有限公司 | A kind of laminar flow pond and its construction method |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2057936U (en) * | 1989-08-04 | 1990-06-06 | 杨玉良 | Collapsible swimming pool |
| FR2724681B1 (en) * | 1994-09-20 | 1997-01-03 | Queirel Joel | PANEL FORMING LOST FORMWORK FOR THE CONSTRUCTION OF WORKS OF CIVIL ENGINEERING, AND PARTICULARLY SWIMMING POOLS AND METHOD OF IMPLEMENTING SAME |
| FR2889551A1 (en) * | 2005-08-08 | 2007-02-09 | Stephane Macrez | PANEL FOR REALIZING A POOL BASIN AND BASIN PRODUCED WITH SUCH PANELS |
| CN202324711U (en) * | 2011-11-11 | 2012-07-11 | 东辉休闲运动用品(上海)有限公司 | Spliced plate for body-building pools |
| US8418414B2 (en) * | 2008-11-13 | 2013-04-16 | P.I. Inc. | Swimming pool brace assembly |
| CN203640335U (en) * | 2013-11-27 | 2014-06-11 | 中国水电顾问集团贵阳勘测设计研究院有限公司 | Bamboo-like hollow reinforced concrete pool |
| CN203729255U (en) * | 2014-02-21 | 2014-07-23 | 中交第四航务工程勘察设计院有限公司 | Box rib type gravity wharf structure |
| CN104005430A (en) * | 2014-06-10 | 2014-08-27 | 中石化上海工程有限公司 | External baffle-block anti-floating method for reinforced concrete pool |
| CN204703562U (en) * | 2015-05-12 | 2015-10-14 | 中国五洲工程设计集团有限公司 | The stressed wall panel structure in a kind of uncovered ultra-deep pond |
-
2015
- 2015-05-12 CN CN201510239096.1A patent/CN104863398A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2057936U (en) * | 1989-08-04 | 1990-06-06 | 杨玉良 | Collapsible swimming pool |
| FR2724681B1 (en) * | 1994-09-20 | 1997-01-03 | Queirel Joel | PANEL FORMING LOST FORMWORK FOR THE CONSTRUCTION OF WORKS OF CIVIL ENGINEERING, AND PARTICULARLY SWIMMING POOLS AND METHOD OF IMPLEMENTING SAME |
| FR2889551A1 (en) * | 2005-08-08 | 2007-02-09 | Stephane Macrez | PANEL FOR REALIZING A POOL BASIN AND BASIN PRODUCED WITH SUCH PANELS |
| US8418414B2 (en) * | 2008-11-13 | 2013-04-16 | P.I. Inc. | Swimming pool brace assembly |
| CN202324711U (en) * | 2011-11-11 | 2012-07-11 | 东辉休闲运动用品(上海)有限公司 | Spliced plate for body-building pools |
| CN203640335U (en) * | 2013-11-27 | 2014-06-11 | 中国水电顾问集团贵阳勘测设计研究院有限公司 | Bamboo-like hollow reinforced concrete pool |
| CN203729255U (en) * | 2014-02-21 | 2014-07-23 | 中交第四航务工程勘察设计院有限公司 | Box rib type gravity wharf structure |
| CN104005430A (en) * | 2014-06-10 | 2014-08-27 | 中石化上海工程有限公司 | External baffle-block anti-floating method for reinforced concrete pool |
| CN204703562U (en) * | 2015-05-12 | 2015-10-14 | 中国五洲工程设计集团有限公司 | The stressed wall panel structure in a kind of uncovered ultra-deep pond |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107060448A (en) * | 2017-04-21 | 2017-08-18 | 山东钢铁集团日照有限公司 | A kind of laminar flow pond and its construction method |
| CN107060448B (en) * | 2017-04-21 | 2019-11-12 | 山东钢铁集团日照有限公司 | A kind of laminar flow pond and its construction method |
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Application publication date: 20150826 |
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| RJ01 | Rejection of invention patent application after publication |