CN103882918B - The water discharge method of floor hydrops and device during construction of super highrise building - Google Patents
The water discharge method of floor hydrops and device during construction of super highrise building Download PDFInfo
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- CN103882918B CN103882918B CN201210557855.5A CN201210557855A CN103882918B CN 103882918 B CN103882918 B CN 103882918B CN 201210557855 A CN201210557855 A CN 201210557855A CN 103882918 B CN103882918 B CN 103882918B
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Abstract
The water discharge method of floor hydrops and device when the invention discloses a kind of construction of super highrise building.The method is block pond at the mouth of pipe of the construction feed pipe of each floor, and basin bottom is provided with the soil stack towards the pond on lower floor's floor, and the water revealed by feed pipe by soil stack successively drains into the gutter of bottom；Floor marginating compartment at each floor arranges one group of floor drain, and floor drain is connected with the row of horizontal pipe below floor, and row of horizontal pipe is connected with soil stack；By floor drain, the hydrops in work progress or rainwater are successively drained into the gutter of bottom.The Main Function of the present invention is the hydrops produced by floor during construction of super highrise building or because rainfall produces the most orderly discharge job site of hydrops.Without using artificial drainage to directly utilize trolley again, hydrops is toppled over outside floor.Lower section workmen and pedestrian and vehicle will not be impacted.Be conducive to on-the-spot civilized construction.Draining cost can be reduced.
Description
Technical field
The present invention relates to water discharge method and the device of floor hydrops during a kind of construction of super highrise building, belong to construction technical field of drainage.
Background technology
During construction of super highrise building, hydrops can be produced because of factors such as rainfalls in the uninstalled floor of curtain wall, for solving this problem, common practices is to use artificial drainage, directly utilizes trolley and is toppled over outside floor by hydrops, owing to high-rise building is generally placed at urban district, job site is narrow and small, the hydrops outwards poured out is difficult to control to, and easily impacts lower section workmen and pedestrian and vehicle, is unfavorable for the civilized construction at scene.And draining is required for putting into a large amount of manpower, adds construction cost every time.
Summary of the invention
It is an object of the invention to, it is provided that the water discharge method of floor hydrops and device during a kind of construction of super highrise building.Can be the most orderly discharge sewage and the rainwater that work progress produces, it is to avoid workmen and pedestrian and vehicle are impacted, to overcome the deficiencies in the prior art by hydrops.
Technical scheme:
The water discharge method of floor hydrops during construction of super highrise building, the method is block pond at the mouth of pipe of the construction feed pipe of each floor, basin bottom is provided with the soil stack towards the pond on lower floor's floor, and the water revealed by feed pipe by soil stack successively drains into the gutter of bottom；Floor marginating compartment at each floor arranges one group of floor drain, and floor drain is connected with the row of horizontal pipe below floor, and row of horizontal pipe is connected with soil stack；By floor drain, the hydrops in work progress or rainwater are successively drained into the gutter of bottom.
In preceding method, described row of horizontal pipe is connected with the floor slab bottoms of each floor by hanging piece.
In preceding method, the spacing of described floor drain is 5-7m, is provided with funnel below the floor of floor drain, and funnel is connected with row of horizontal pipe through connecting tube, and the expanded bolt of funnel is connected with floor slab bottoms.By funnel, the hydrops in work progress or rainwater are successively drained into the gutter of bottom.
In preceding method, described soil stack uses the pvc pipe of diameter 150mm.
In preceding method, described row of horizontal pipe uses the pvc pipe of diameter 100mm.
In preceding method, described connecting tube uses the pvc pipe of diameter 75mm.
Floor Seeper discharge device during the construction of super highrise building constituted according to aforesaid method, the one group of floor drain arranged including the floor marginating compartment in the pond being located at each floor construction feed pipe mouth of pipe and each floor；Basin bottom is provided with the soil stack communicated with lower floor pond；Soil stack is connected with row of horizontal pipe through threeway, and row of horizontal pipe is connected with the funnel being positioned at below floor drain through connecting tube.
In aforementioned drainage arrangement, described row of horizontal pipe is connected through the floor slab bottoms of hanging piece with each floor.
In aforementioned drainage arrangement, described connecting tube is straight tube or the L pipe coupled together with bend pipe.
In aforementioned drainage arrangement, described soil stack, threeway, row of horizontal pipe and connecting tube are PVC material product.
Compared with prior art, the Main Function of the present invention is the hydrops produced by floor during construction of super highrise building or because rainfall produces the most orderly discharge job site of hydrops.Without using artificial drainage to directly utilize trolley again, hydrops is toppled over outside floor.Lower section workmen and pedestrian and vehicle will not be impacted.Be conducive to on-the-spot civilized construction.Draining cost can be reduced.
Accompanying drawing explanation
Fig. 1 is the structural representation of the present invention；
Fig. 2 is the lower section oblique view of Fig. 1.
Being labeled as in figure: 1-constructs feed pipe, 2-pond, 3-floor, 4-floor drain, 5-soil stack, 6-threeway, 7-row of horizontal pipe, 8-connecting tube, 9-funnel, 10-hanging piece.
Detailed description of the invention
The present invention is described in further detail below in conjunction with the accompanying drawings, but not as any limitation of the invention.
The water discharge method of floor hydrops during construction of super highrise building, as depicted in figs. 1 and 2.The method is block pond at the mouth of pipe of the construction feed pipe of each floor, and pond height can prevent pipe leakage from flowing to flooring between 200-500mm.Basin bottom is provided with the soil stack towards the pond on lower floor's floor, and the water revealed by feed pipe by soil stack successively drains into the gutter of bottom；Floor marginating compartment at each floor arranges one group of floor drain, and floor drain is connected with the row of horizontal pipe below floor, and row of horizontal pipe is connected with soil stack；By floor drain, the hydrops in work progress or rainwater are successively drained into the gutter of bottom.Row of horizontal pipe is connected with the floor slab bottoms of each floor by hanging piece.The spacing of floor drain is 5-7m, is provided with funnel below the floor of floor drain, and funnel is connected with row of horizontal pipe through connecting tube, and the expanded bolt of funnel is connected with floor slab bottoms.By funnel, the hydrops in work progress or rainwater are successively drained into the gutter of bottom.Soil stack uses the pvc pipe of diameter 150mm.Row of horizontal pipe uses the pvc pipe of diameter 100mm.Connecting tube uses the pvc pipe of diameter 75mm.
Floor Seeper discharge device during the construction of super highrise building constituted according to aforesaid method, as depicted in figs. 1 and 2.The one group of floor drain 4 arranged including floor 3 marginating compartment in the pond 2 being located at each floor construction feed pipe 1 mouth of pipe and each floor；The soil stack 5 communicated with lower floor pond it is provided with bottom pond 2；Soil stack 5 is connected with row of horizontal pipe 7 through threeway 6, and row of horizontal pipe 7 is connected with the funnel 9 being positioned at below floor drain 4 through connecting tube 8.Row of horizontal pipe 7 is connected bottom the floor 3 of each floor through hanging piece 10.Connecting tube 8 is straight tube or the L pipe coupled together with bend pipe.Soil stack 5, threeway 6, row of horizontal pipe 7 and connecting tube 8 are PVC material product.
Claims (5)
1. the water discharge method of floor hydrops during a construction of super highrise building, it is characterized in that: the method is block pond at the mouth of pipe of the construction feed pipe of each floor, basin bottom is provided with the soil stack towards the pond on lower floor's floor, and soil stack uses the pvc pipe of diameter 150mm；By soil stack, the water that construction feed pipe is revealed successively is drained into the gutter of bottom；Floor marginating compartment at each floor arranges one group of floor drain, and the spacing of floor drain is 5-7m, is provided with funnel below the floor of floor drain, and funnel is connected with row of horizontal pipe through connecting tube, and connecting tube uses the pvc pipe of diameter 75mm；Row of horizontal pipe uses the pvc pipe of diameter 100mm；The expanded bolt of funnel is connected with floor slab bottoms,
By funnel, the hydrops in work progress or rainwater are successively drained into the gutter of bottom；Floor drain is connected with the row of horizontal pipe below floor, and row of horizontal pipe is connected with the floor slab bottoms of each floor by hanging piece；Row of horizontal pipe is connected with soil stack；By floor drain, the hydrops in work progress or rainwater are successively drained into the gutter of bottom.
2. floor Seeper discharge device during method is constituted according to claim 1 a construction of super highrise building, it is characterised in that: include being located at one group of floor drain (4) of floor (3) the marginating compartment setting of the pond (2) at each floor construction feed pipe (1) mouth of pipe and each floor；Bottom, pond (2) is provided with the soil stack (5) communicated with lower floor pond；Soil stack (5) is connected with row of horizontal pipe (7) through threeway (6), and row of horizontal pipe (7) is connected with the funnel (9) being positioned at floor drain (4) lower section through connecting tube (8).
Drainage arrangement the most according to claim 2, it is characterised in that: described row of horizontal pipe (7) is connected with floor (3) bottom of each floor through hanging piece (10).
Drainage arrangement the most according to claim 2, it is characterised in that: described connecting tube (8) is straight tube or the L pipe coupled together with bend pipe.
Drainage arrangement the most according to claim 2, it is characterised in that: described soil stack (5), threeway (6), row of horizontal pipe (7) and connecting tube (8) are PVC material product.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210557855.5A CN103882918B (en) | 2012-12-20 | 2012-12-20 | The water discharge method of floor hydrops and device during construction of super highrise building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210557855.5A CN103882918B (en) | 2012-12-20 | 2012-12-20 | The water discharge method of floor hydrops and device during construction of super highrise building |
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| Publication Number | Publication Date |
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| CN103882918A CN103882918A (en) | 2014-06-25 |
| CN103882918B true CN103882918B (en) | 2016-08-03 |
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| CN201210557855.5A Active CN103882918B (en) | 2012-12-20 | 2012-12-20 | The water discharge method of floor hydrops and device during construction of super highrise building |
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Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN104455723B (en) * | 2014-12-04 | 2017-08-08 | 陕西建工第三建设集团有限公司 | Building pipe clamp connection drainage system branch pipe combines preset construction method of installation |
| CN111236407A (en) * | 2020-01-16 | 2020-06-05 | 中铁二局集团有限公司 | Drainage device and method for floor accumulated water in super high-rise building construction |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US7401571B1 (en) * | 2004-10-21 | 2008-07-22 | Tony William Creed | Gutter system indicator for indicating a clogged or partially clogged condition |
| CN201538994U (en) * | 2009-10-30 | 2010-08-04 | 华煜建设集团有限公司 | Floor waterlogging drainage system |
| CN201539021U (en) * | 2009-10-30 | 2010-08-04 | 华煜建设集团有限公司 | Drainage channel for corridor |
| CN201713887U (en) * | 2010-05-19 | 2011-01-19 | 吴廷权 | Settling box type drainage system |
| CN102127920A (en) * | 2010-09-30 | 2011-07-20 | 广东联塑科技实业有限公司 | Waterlogging draining method between floors |
-
2012
- 2012-12-20 CN CN201210557855.5A patent/CN103882918B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US7401571B1 (en) * | 2004-10-21 | 2008-07-22 | Tony William Creed | Gutter system indicator for indicating a clogged or partially clogged condition |
| CN201538994U (en) * | 2009-10-30 | 2010-08-04 | 华煜建设集团有限公司 | Floor waterlogging drainage system |
| CN201539021U (en) * | 2009-10-30 | 2010-08-04 | 华煜建设集团有限公司 | Drainage channel for corridor |
| CN201713887U (en) * | 2010-05-19 | 2011-01-19 | 吴廷权 | Settling box type drainage system |
| CN102127920A (en) * | 2010-09-30 | 2011-07-20 | 广东联塑科技实业有限公司 | Waterlogging draining method between floors |
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| CN103882918A (en) | 2014-06-25 |
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