CN103882918A - Method for draining accumulated floor water during super high-rise building construction, and apparatus thereof - Google Patents
Method for draining accumulated floor water during super high-rise building construction, and apparatus thereof Download PDFInfo
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- CN103882918A CN103882918A CN201210557855.5A CN201210557855A CN103882918A CN 103882918 A CN103882918 A CN 103882918A CN 201210557855 A CN201210557855 A CN 201210557855A CN 103882918 A CN103882918 A CN 103882918A
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Abstract
The invention discloses a method for draining accumulated floor water during super high-rise building construction, and an apparatus thereof. The method comprises the following steps: building a water pool at the mouth of a construction water feeding pipe of each of floors, arranging a water draining standpipe connected with a water pool on a lower layer floor at the bottom of the water pool, and draining water leaked by the feeding pipes to a bottom waterway through the water drainage ditch layer by layer; setting a group of floor drain at the edges of floor slabs of each of the floor in an interval manner, connecting the floor drain with a water draining flat pipe below the floor slab, and connecting the water draining flat pipe with the water draining standpipe; and draining accumulated water in the construction process or rainwater to the bottom water drainage ditch through the floor drain layer by layer. Accumulated water generated by the floor during the super high-rise building construction or generated due to rain fall can be timely and orderly discharged from a construction site through the method and the apparatus without overturning the accumulated water out of the floor by directly utilizing a trolley through manpower drainage. The method and the apparatus have no influences on below construction workers, passing pedestrians and passing vehicles, are in favor of the onsite civilized construction, and can reduce the drainage cost.
Description
Technical field
the water discharge method of floor ponding and device while the present invention relates to a kind of construction of super highrise building, belong to building operations water discharge technology field.
Background technology
when construction of super highrise building, in the uninstalled floor of curtain wall, can produce ponding because of factors such as rainfalls, for addressing this problem, common practices is to adopt artificial drainage, directly utilizes trolley that ponding is toppled over outside floor, because super highrise building is generally all positioned at urban district, job site is narrow and small, the ponding of outwards pouring out is difficult to control, and easily below constructor and pedestrian and vehicle is impacted, and is unfavorable for on-the-spot civilized construction.And draining all needs to drop into a large amount of manpowers at every turn, has increased construction cost.
Summary of the invention
the object of the invention is to the water discharge method of floor ponding and device when a kind of construction of super highrise building is provided.Sewage and rainwater that discharge work progress that can be orderly in time produces, avoid ponding to impact constructor and pedestrian and vehicle, to overcome the deficiencies in the prior art.
technical scheme of the present invention:
the water discharge method of floor ponding when construction of super highrise building, the method is the block pond, mouth of pipe place at the construction water service pipe of each floor, basin bottom is provided with towards the soil stack in the pond on lower floor's floor, and the water of water service pipe being revealed by soil stack successively drains into the gutter of bottom; At the floor marginating compartment of each floor, one group of floor drain is set, floor drain is connected with the row of horizontal pipe of floor below, and row of horizontal pipe is connected with soil stack; By floor drain, the ponding 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, and the floor below of floor drain is provided with funnel, and funnel is connected with row of horizontal pipe through tube connector, and funnel is connected with floor slab bottoms through expansion bolt.By funnel, the ponding in work progress or rainwater are successively drained into the gutter of bottom.
in preceding method, described soil stack adopts the pvc pipe of diameter 150mm.
in preceding method, described row of horizontal pipe adopts the pvc pipe of diameter 100mm.
in preceding method, described tube connector adopts the pvc pipe of diameter 75mm.
form according to aforesaid method construction of super highrise building time floor Seeper discharge device, comprise and be located at one group of floor drain that each floor construction pond at water service pipe mouth of pipe place and the floor marginating compartment of each floor arrange; Basin bottom is provided with the soil stack communicating 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 that is positioned at floor drain below through tube connector.
in aforementioned dewatering installation, described row of horizontal pipe is connected with the floor slab bottoms of each floor through hanging piece.
in aforementioned dewatering installation, described tube connector is straight tube or the L pipe that couples together with bend pipe.
in aforementioned dewatering installation, described soil stack, threeway, row of horizontal pipe and tube connector are PVC material product.
compared with prior art, Main Function of the present invention is floor produces during by construction of super highrise building ponding or produces ponding orderly discharge job site in time because of rainfall.Without adopting again artificial drainage directly to utilize trolley that ponding is toppled over outside floor.Can not impact below constructor and pedestrian and vehicle.Be conducive to on-the-spot civilized construction.Can reduce draining cost.
Brief description of the drawings
fig. 1 is structural representation of the present invention;
fig. 2 is the below oblique view of Fig. 1.
being labeled as in figure: 1-construction water service pipe, 2-pond, 3-floor, 4-floor drain, 5-soil stack, 6-threeway, 7-row of horizontal pipe, 8-tube connector, 9-funnel, 10-hanging piece.
Detailed description of the invention
below in conjunction with accompanying drawing, the present invention is described in further detail, but not as any limitation of the invention.
the water discharge method of floor ponding when construction of super highrise building, as depicted in figs. 1 and 2.The method is the block pond, mouth of pipe place at the construction water service pipe of each floor, and pond height can be between 200-500mm, prevents that pipe leakage from flowing to flooring.Basin bottom is provided with towards the soil stack in the pond on lower floor's floor, and the water of water service pipe being revealed by soil stack successively drains into the gutter of bottom; At the floor marginating compartment of each floor, one group of floor drain is set, floor drain is connected with the row of horizontal pipe of floor below, and row of horizontal pipe is connected with soil stack; By floor drain, the ponding 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, and the floor below of floor drain is provided with funnel, and funnel is connected with row of horizontal pipe through tube connector, and funnel is connected with floor slab bottoms through expansion bolt.By funnel, the ponding in work progress or rainwater are successively drained into the gutter of bottom.Soil stack adopts the pvc pipe of diameter 150mm.Row of horizontal pipe adopts the pvc pipe of diameter 100mm.Tube connector adopts the pvc pipe of diameter 75mm.
form according to aforesaid method construction of super highrise building time floor Seeper discharge device, as depicted in figs. 1 and 2.Comprise the one group of floor drain 4 that is located at each floor construction pond 2 at water service pipe 1 mouth of pipe place and the 3 marginating compartments settings of the floor of each floor; 2 bottoms, pond are provided with the soil stack 5 communicating 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 that is positioned at floor drain 4 belows through tube connector 8.Row of horizontal pipe 7 is connected with floor 3 bottoms of each floor through hanging piece 10.Tube connector 8 is straight tube or the L pipe that couples together with bend pipe.Soil stack 5, threeway 6, row of horizontal pipe 7 and tube connector 8 are PVC material product.
Claims (10)
1. the water discharge method of floor ponding when a construction of super highrise building, it is characterized in that: the method is the block pond, mouth of pipe place at the construction water service pipe of each floor, basin bottom is provided with towards the soil stack in the pond on lower floor's floor, and the water of water service pipe being revealed by soil stack successively drains into the gutter of bottom; At the floor marginating compartment of each floor, one group of floor drain is set, floor drain is connected with the row of horizontal pipe of floor below, and row of horizontal pipe is connected with soil stack; By floor drain, the ponding in work progress or rainwater are successively drained into the gutter of bottom.
2. method according to claim 1, is characterized in that: described row of horizontal pipe is connected with the floor slab bottoms of each floor by hanging piece.
3. method according to claim 1, is characterized in that: the spacing of described floor drain is 5-7m, and the floor below of floor drain is provided with funnel, and funnel is connected with row of horizontal pipe through tube connector, and funnel is connected with floor slab bottoms through expansion bolt,
By funnel, the ponding in work progress or rainwater are successively drained into the gutter of bottom.
4. method according to claim 1, is characterized in that: described soil stack adopts the pvc pipe of diameter 150mm.
5. method according to claim 1, is characterized in that: described row of horizontal pipe adopts the pvc pipe of diameter 100mm.
6. method according to claim 1, is characterized in that: described tube connector adopts the pvc pipe of diameter 75mm.
7. form according to method described in the arbitrary claim of claim 1-6 construction of super highrise building time a floor Seeper discharge device, it is characterized in that: comprise the one group of floor drain (4) that is located at each floor construction pond (2) at water service pipe (1) mouth of pipe place and the setting of floor (3) marginating compartment of each floor; Pond (2) bottom is provided with the soil stack (5) communicating 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) that is positioned at floor drain (4) below through tube connector (8).
8. dewatering installation according to claim 7, is characterized in that: described row of horizontal pipe (7) is connected bottom the floor (3) of hanging piece (10) and each floor.
9. dewatering installation according to claim 7, is characterized in that: described tube connector (8) is straight tube or the L pipe that couples together with bend pipe.
10. dewatering installation according to claim 7, is characterized in that: described soil stack (5), threeway (6), row of horizontal pipe (7) and tube connector (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 |
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| 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 true CN103882918A (en) | 2014-06-25 |
| CN103882918B CN103882918B (en) | 2016-08-03 |
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| Application Number | Title | Priority Date | Filing Date |
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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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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104455723A (en) * | 2014-12-04 | 2015-03-25 | 陕西建工第三建设集团有限公司 | Branch pipe assembly type prefabricating installation construction method for building pipeline clamp connection drainage system |
| 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 |
| CN201539021U (en) * | 2009-10-30 | 2010-08-04 | 华煜建设集团有限公司 | Drainage channel for corridor |
| CN201538994U (en) * | 2009-10-30 | 2010-08-04 | 华煜建设集团有限公司 | Floor waterlogging drainage system |
| 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 |
| CN201539021U (en) * | 2009-10-30 | 2010-08-04 | 华煜建设集团有限公司 | Drainage channel for corridor |
| CN201538994U (en) * | 2009-10-30 | 2010-08-04 | 华煜建设集团有限公司 | Floor waterlogging drainage system |
| 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 |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104455723A (en) * | 2014-12-04 | 2015-03-25 | 陕西建工第三建设集团有限公司 | Branch pipe assembly type prefabricating installation construction method for building pipeline clamp connection drainage system |
| 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 |
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| Publication number | Publication date |
|---|---|
| CN103882918B (en) | 2016-08-03 |
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