CN202139873U - Precasted environment-friendly pool structure for high-pile girder plate type wharf - Google Patents
Precasted environment-friendly pool structure for high-pile girder plate type wharf Download PDFInfo
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- CN202139873U CN202139873U CN201120244646U CN201120244646U CN202139873U CN 202139873 U CN202139873 U CN 202139873U CN 201120244646 U CN201120244646 U CN 201120244646U CN 201120244646 U CN201120244646 U CN 201120244646U CN 202139873 U CN202139873 U CN 202139873U
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- wharf
- environment
- harbour
- precasted
- reinforced concrete
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Abstract
The utility model discloses a precasted environment-friendly pool structure for a high-pile girder plate type wharf, which comprises wharf transverse beams, wharf longitudinal beams, wharf face plates and high piles. The precasted environment-friendly pool structure is characterized in that an environment-friendly pool is arranged between two adjacent wharf longitudinal beams which are parallelly arranged. The environment-friendly pool is formed by circumferential lateral walls and a bottom plate, the environment-friendly pool and the two wharf longitudinal beams are an integral component precasted by reinforced concrete, the wharf face plates are reinforced concrete precast slabs provided with drain outlets, each drain outlet is provided with a grating plate, and the wharf face plates provided with the drain outlets are correspondingly arranged on the wharf longitudinal beams provided with the environment-friendly pool. Compared with the prior art, the precasted environment-friendly pool structure optimizes structure stress, is good in integrity, greatly reduces using quantity of reinforced concrete materials of the component, and is favorable for reduction of construction cost. The fact that the integral environment-friendly pool structure precasted by reinforced concrete is arranged below a wharf surface layer is achieved well.
Description
The utility model relates to high-pile beam formula harbour building technology field, specifically a kind of prefabricated environmental protection pool structure that is used for high-pile beam formula harbour.
Background technology
At present; The high-pile beam formula harbour that prior art is built; Liquid waste on its wharf slab and the life waste liquid on the harbour mostly water flushing back are in line in water body; Cause artificial environment pollution to water body easily, along with the raising that the common people require water environment, governmental environmental protection administrative department has also improved and has related to the control requirement of civilian and industrial harbour to water environment pollution; Yet adopting centralized collection, centralized management and concentrate outward transport to handle polluting body, is one of effective control measure to water environment pollution.
The utility model content
The purpose of the utility model is a kind of prefabricated environmental protection pool structure that is used for high-pile beam formula harbour that designs to the deficiency of prior art; It utilize on the harbour original adjacent vertical, beam structure by base plate and around side wall constitute all-in-one-piece prefabricated environmental protection pond member; Adopt integral installation under the surface layer of high-pile beam formula harbour; Concentrate the discarded liquid that reclaims on the harbour, avoided of the pollution of the discarded liquid of harbour, help energy-saving and emission-reduction and environmental protection water body.
The purpose of the utility model is achieved in that a kind of prefabricated environmental protection pool structure of high-pile beam formula harbour; Comprise harbour crossbeam, harbour longeron, wharf slab and high stake; The harbour crossbeam is the T-shape beam that is arranged in the high stake, and the harbour longeron is the reinforced concrete prefabricated beam that is set in parallel on the harbour crossbeam, and wharf slab is laid on the harbour longeron; Be characterized in being provided with the environmental protection pond between two harbour longerons of adjacent parallel setting; The environmental protection pond is made up of side wall and base plate all around, and environmental protection pond and two harbour longerons are reinforced concrete prefabricated integrated support structure, and wharf slab is the reinforced concrete prefabricated board that is provided with sewage draining exit; Sewage draining exit is provided with grate plate, and the wharf slab correspondence that is provided with sewage draining exit is arranged on the harbour longeron that is provided with the environmental protection pond.
The utility model compared with prior art has the following advantages:
① ﹑ structure stress is optimized, good integrity, and reduced the steel concrete material consumption of member, help reducing construction costs;
② ﹑ can adapt to various construction situations, and the constructing operation of whole handling is more convenient;
3. ﹑ does not influence that harbour is vertical, the intensity of crossbeam can satisfy instructions for use, has solved preferably whole reinforced concrete prefabricated environmental protection pool structure is set under Wharf Surface.
Description of drawings
Fig. 1 is the utility model structural representation;
Fig. 2 is the A-A sectional view of Fig. 1;
Fig. 3 is the B-B sectional view of Fig. 1.
The specific embodiment
More than just the utility model being further described, is not in order to the restriction this patent, and all is that the utility model equivalence is implemented, and all should be contained within the claim scope of this patent.
Claims (1)
1. the prefabricated environmental protection pool structure of a high-pile beam formula harbour; Comprise harbour crossbeam (1), harbour longeron (2), wharf slab (6) and high stake (7); Harbour crossbeam (1) is for being arranged on the T-shape beam in the high stake (7); Harbour longeron (2) is for being set in parallel in the reinforced concrete prefabricated beam on the harbour crossbeam (1); Wharf slab (6) is laid on the harbour longeron (2), it is characterized in that being provided with environmental protection pond (3) between two harbour longerons (2) that adjacent parallel is provided with, environmental protection pond (3) by around side wall (5) and base plate (4) formation; Environmental protection pond (3) is reinforced concrete prefabricated integrated support structure with two harbour longerons (2); Wharf slab (6) is for being provided with the reinforced concrete prefabricated board of sewage draining exit (9), and sewage draining exit (9) is provided with grate plate (8), and wharf slab (6) correspondence that is provided with sewage draining exit (9) is arranged on the harbour longeron (2) that is provided with environmental protection pond (3).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201120244646U CN202139873U (en) | 2011-07-12 | 2011-07-12 | Precasted environment-friendly pool structure for high-pile girder plate type wharf |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201120244646U CN202139873U (en) | 2011-07-12 | 2011-07-12 | Precasted environment-friendly pool structure for high-pile girder plate type wharf |
Publications (1)
Publication Number | Publication Date |
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CN202139873U true CN202139873U (en) | 2012-02-08 |
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Application Number | Title | Priority Date | Filing Date |
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CN201120244646U Expired - Lifetime CN202139873U (en) | 2011-07-12 | 2011-07-12 | Precasted environment-friendly pool structure for high-pile girder plate type wharf |
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CN (1) | CN202139873U (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102663189A (en) * | 2012-04-07 | 2012-09-12 | 中交第四航务工程勘察设计院有限公司 | Method of processing high-pile wharf load |
CN104846842A (en) * | 2015-05-27 | 2015-08-19 | 中船第九设计研究院工程有限公司 | Deeply-buried pool construction method for gridded underground continuous-wall foundation pit support |
CN108487181A (en) * | 2018-06-08 | 2018-09-04 | 苏交科集团股份有限公司 | A kind of high-piled slab & girder wharf face pollution discharge structure |
CN108842891A (en) * | 2018-08-10 | 2018-11-20 | 杭州市交通规划设计研究院 | A kind of the rain sewage collection system and construction method of high-pile beam Wharf Platform |
-
2011
- 2011-07-12 CN CN201120244646U patent/CN202139873U/en not_active Expired - Lifetime
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102663189A (en) * | 2012-04-07 | 2012-09-12 | 中交第四航务工程勘察设计院有限公司 | Method of processing high-pile wharf load |
CN102663189B (en) * | 2012-04-07 | 2014-05-07 | 中交第四航务工程勘察设计院有限公司 | Method of processing high-pile wharf load |
CN104846842A (en) * | 2015-05-27 | 2015-08-19 | 中船第九设计研究院工程有限公司 | Deeply-buried pool construction method for gridded underground continuous-wall foundation pit support |
CN108487181A (en) * | 2018-06-08 | 2018-09-04 | 苏交科集团股份有限公司 | A kind of high-piled slab & girder wharf face pollution discharge structure |
CN108487181B (en) * | 2018-06-08 | 2024-03-22 | 苏交科集团股份有限公司 | High stake beam slab formula plat form face blowdown structure |
CN108842891A (en) * | 2018-08-10 | 2018-11-20 | 杭州市交通规划设计研究院 | A kind of the rain sewage collection system and construction method of high-pile beam Wharf Platform |
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Legal Events
Date | Code | Title | Description |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CX01 | Expiry of patent term | ||
CX01 | Expiry of patent term |
Granted publication date: 20120208 |