CN101575916A - Reinforcing mode for pool wall of pool - Google Patents
Reinforcing mode for pool wall of pool Download PDFInfo
- Publication number
- CN101575916A CN101575916A CNA2008103014814A CN200810301481A CN101575916A CN 101575916 A CN101575916 A CN 101575916A CN A2008103014814 A CNA2008103014814 A CN A2008103014814A CN 200810301481 A CN200810301481 A CN 200810301481A CN 101575916 A CN101575916 A CN 101575916A
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- pool
- pool wall
- mode
- horizontal beam
- reinforcing
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Abstract
The invention provides a reinforcing mode for the pool wall of a pool. A concrete horizontal beam is arranged at the top end of the pool and is reliably connected with the top end of the pool wall of the pool, wherein the connecting mode of a horizontal beam and the top end of the pool wall of the pool can be a wrapping mode, an internal tenon mode, an external tenon mode and a steel reinforcing bar welding integral connecting mode. With the reinforcing mode, the reinforcement of a roof-free pool is quite quick; after the horizontal beam at the pool top is connected with the top end of the pool wall, the work of reinforcement is completely finished without performing large amount of work, such as removal of concrete on the surface of the pool wall, embedding of steel reinforcing bars, template support and placement of concrete and the like according to the prior reinforcing method, the working period is shortened, materials are simultaneously saved and the construction cost is reduced.
Description
Technical field
The present invention relates to a kind of reinforcing mode of building, is a kind of reinforcing mode of pool wall of pool particularly.
Background technology
Reinforced concrete water pond in use often occurs causing the damage to pool wall owing to reasons such as damage and WATER LEVEL CHANGES in construction quality hidden danger, the use, need reinforce pool wall.Present reinforcement means all adopts the enlarging section method: at the outside of existing pool wall ramming steel concrete, and by establishing form such as connecting reinforcement, make New-old concrete form co-operation integral body, reach the purpose of reinforcing.This method working procedure is many, long in time limit, and causes expense higher owing to material uses more.This kind reinforcement means has bigger limitation in addition, is difficult to a large amount of underground tanks is reinforced.
Summary of the invention
Technical problem to be solved by this invention just provides a kind of reinforcing mode of quick, economic pool wall, to overcome the deficiencies in the prior art.
In order to address the above problem, the invention provides a kind of reinforcing mode of pool wall of pool, it is provided with the concrete horizontal beam on the top, pond, and it reliably is connected with the pool wall of pool top.Wherein the connected mode on horizontal beam and pool wall of pool top can be outer-enwraped type, interior tenon formula, outer tenon formula, the whole interconnection system of reinforcing bar weldering knot.
By pool wall reinforcing mode of the present invention, horizontal beam reliably is connected with the pool wall of pool top, form the horizontal fulcrum under the lateral pressures such as pool wall bankets outside water and pool wall, the stress of the former cantilever of pool wall is changed into affixed upper end, bottom freely-supported, the internal force that makes load produce evenly distributes along the pool wall height, reduce the internal force concentration phenomenon of original structure part, under the situation that does not change the pool wall Cross section Design, reached the purpose of reinforcing.
Compared with prior art, the present invention has adopted the said fixing mode, make that the reinforcing in no top cover pond is very quick, when the realization of top, pond horizontal beam with after the pool wall top is connected, the work of reinforcing is all finished, do not reject and do not need to carry out a large amount of pool wall surface concrete by present reinforcement means, bury reinforcing bar underground, work such as plate and placing of concrete are touched in supporting, reduce the duration, save material simultaneously, reduce cost.
Description of drawings
Fig. 1 adopts the connected mode of outer-enwraped type for horizontal beam of the present invention and pool wall;
Fig. 2 adopts the connected mode of interior tenon formula for horizontal beam of the present invention and pool wall;
Fig. 3 adopts the connected mode of outer tenon formula for horizontal beam of the present invention and pool wall;
Fig. 4 is the reinforcing bar weldering knot monolithic connected mode of horizontal beam of the present invention and pool wall employing.
The specific embodiment
Embodiment 1: as shown in Figure 1, horizontal beam and pool wall adopt the connected mode of outer-enwraped type, and the horizontal beam concrete is wrapped in pool wall upper end and both sides wherein, thereby form reliable the connection.
Embodiment 2: as shown in Figure 2, the connected mode of tenon formula in adopting being connected of horizontal beam and pool wall causes the tenon of convex with the pool wall top, waters the horizontal beam concrete thereafter and connects reliably.
Embodiment 3: as shown in Figure 3, the connected mode that adopts outer tenon formula that is connected of horizontal beam and pool wall causes the shape of indent with the pool wall top, waters the horizontal beam concrete thereafter and forms reliable connection.
Embodiment 4: as shown in Figure 4; the all-in-one-piece connected mode of reinforcing bar weldering knot is adopted in being connected of horizontal beam and pool wall, and the reinforced concrete protective layer on pool wall top is cut, and horizontal beam reinforcing bar fishpond wall reinforcing bar is welded; thereafter water the horizontal beam concrete, form pool wall and be connected with the integral body of horizontal beam.
Claims (5)
1. the reinforcing mode of a pool wall of pool is characterized in that: on the top, pond the concrete horizontal beam is set, and it reliably is connected with the pool wall of pool top.
2. the reinforcing mode of pool wall of pool according to claim 1, it is characterized in that: the connected mode on horizontal beam and pool wall of pool top is an outer-enwraped type.
3. the reinforcing mode of pool wall of pool according to claim 1, it is characterized in that: the connected mode on horizontal beam and pool wall of pool top is interior tenon formula.
4. the reinforcing mode of pool wall of pool according to claim 1, it is characterized in that: the connected mode on horizontal beam and pool wall of pool top is outer tenon formula.
5. the reinforcing mode of pool wall of pool according to claim 1 is characterized in that: the connected mode on horizontal beam and pool wall of pool top is the whole interconnection system of reinforcing bar weldering knot.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2008103014814A CN101575916A (en) | 2008-05-08 | 2008-05-08 | Reinforcing mode for pool wall of pool |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2008103014814A CN101575916A (en) | 2008-05-08 | 2008-05-08 | Reinforcing mode for pool wall of pool |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101575916A true CN101575916A (en) | 2009-11-11 |
Family
ID=41270971
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA2008103014814A Pending CN101575916A (en) | 2008-05-08 | 2008-05-08 | Reinforcing mode for pool wall of pool |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101575916A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114059791A (en) * | 2021-11-12 | 2022-02-18 | 中国电建集团华东勘测设计研究院有限公司 | Method for reinforcing and heightening circular structure pool by prestressed concrete technology |
-
2008
- 2008-05-08 CN CNA2008103014814A patent/CN101575916A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114059791A (en) * | 2021-11-12 | 2022-02-18 | 中国电建集团华东勘测设计研究院有限公司 | Method for reinforcing and heightening circular structure pool by prestressed concrete technology |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C12 | Rejection of a patent application after its publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20091111 |