CN106639184A - Sloping structure of inverted roof outfall structure - Google Patents
Sloping structure of inverted roof outfall structure Download PDFInfo
- Publication number
- CN106639184A CN106639184A CN201710086874.7A CN201710086874A CN106639184A CN 106639184 A CN106639184 A CN 106639184A CN 201710086874 A CN201710086874 A CN 201710086874A CN 106639184 A CN106639184 A CN 106639184A
- Authority
- CN
- China
- Prior art keywords
- mouth
- river
- water
- bucket seat
- roof
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 72
- 238000009413 insulation Methods 0.000 claims abstract description 29
- 229920000728 polyester Polymers 0.000 claims abstract description 26
- 239000010410 layer Substances 0.000 claims description 35
- 230000004888 barrier function Effects 0.000 claims description 14
- 229920001971 elastomer Polymers 0.000 claims description 7
- 239000011241 protective layer Substances 0.000 claims description 6
- 239000002245 particle Substances 0.000 claims description 2
- 238000007789 sealing Methods 0.000 description 8
- 239000004575 stone Substances 0.000 description 7
- 239000000463 material Substances 0.000 description 5
- 241000521257 Hydrops Species 0.000 description 4
- 206010030113 Oedema Diseases 0.000 description 4
- 239000004814 polyurethane Substances 0.000 description 4
- 238000010792 warming Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 229910001018 Cast iron Inorganic materials 0.000 description 2
- 239000011248 coating agent Substances 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 239000003292 glue Substances 0.000 description 2
- 229920001903 high density polyethylene Polymers 0.000 description 2
- 239000004700 high-density polyethylene Substances 0.000 description 2
- 230000008595 infiltration Effects 0.000 description 2
- 238000001764 infiltration Methods 0.000 description 2
- RNFJDJUURJAICM-UHFFFAOYSA-N 2,2,4,4,6,6-hexaphenoxy-1,3,5-triaza-2$l^{5},4$l^{5},6$l^{5}-triphosphacyclohexa-1,3,5-triene Chemical group N=1P(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP=1(OC=1C=CC=CC=1)OC1=CC=CC=C1 RNFJDJUURJAICM-UHFFFAOYSA-N 0.000 description 1
- 229920002799 BoPET Polymers 0.000 description 1
- 239000005041 Mylar™ Substances 0.000 description 1
- 240000009023 Myrrhis odorata Species 0.000 description 1
- 235000007265 Myrrhis odorata Nutrition 0.000 description 1
- 229920000459 Nitrile rubber Polymers 0.000 description 1
- 241000381142 Pachydermia Species 0.000 description 1
- 235000012550 Pimpinella anisum Nutrition 0.000 description 1
- 239000004793 Polystyrene Substances 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 238000003491 array Methods 0.000 description 1
- 239000010426 asphalt Substances 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005587 bubbling Effects 0.000 description 1
- KVNRLNFWIYMESJ-UHFFFAOYSA-N butyronitrile Chemical compound CCCC#N KVNRLNFWIYMESJ-UHFFFAOYSA-N 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 201000010099 disease Diseases 0.000 description 1
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 210000000981 epithelium Anatomy 0.000 description 1
- 230000029142 excretion Effects 0.000 description 1
- 239000003063 flame retardant Substances 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 229920001821 foam rubber Polymers 0.000 description 1
- 238000005187 foaming Methods 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 229920002223 polystyrene Polymers 0.000 description 1
- 229920002635 polyurethane Polymers 0.000 description 1
- 239000004588 polyurethane sealant Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 238000012216 screening Methods 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage; Sky-lights
- E04D13/04—Roof drainage; Drainage fittings in flat roofs, balconies or the like
- E04D13/0404—Drainage on the roof surface
- E04D13/0409—Drainage outlets, e.g. gullies
Abstract
The invention discloses a sloping structure of an inverted roof outfall structure, relates to the technical field of architecture and includes a structure roof with a local descending slope. A main waterproof layer and a thermal insulation layer are arranged on the structure roof. An outfall bucket for drainage is pre-embedded in the structure roof, and the inner wall of the outfall bucket is provided with a plurality of bumps uniformly distributed along the circumference, wherein pairwise adjacent bumps form a groove for drainage. A polyester mat is arranged on the main waterproof layer, and the polyester mat guides leakage water into the groove, then the leakage water is further discharged into the outfall bucket and a downspout. The structure solves the problem of the leakage and ponding water in the thermal-insulation layer and a sloping layer, and prevents water form flowing backwards at the same time, wherein the water includes not only rapid-flowing water but also slow-flowing water.
Description
Technical field
The invention belongs to technical field of buildings, more particularly to a kind of structure looks for the inverted roof water on slope to fall mouth structure.
Background technology
Inverted roof is inverted insulating roof, roofing water absorption rate low insulation material being arranged on waterproof layer.
Heat-insulation layer is arranged on above waterproof layer：Its tectonic remnant basin is heat-insulation layer, waterproof layer, structure sheaf.Inverted roof endures dirty disease always to the fullest extent
The drawbacks of be problem that heat-insulation layer oozes how hydrops effectively exclude.
Simple method is that heat-insulation layer is open at Shui Luokou.Existing opening mainly has closing pipe laying and unlimited screening (lattice
Grid) two class forms.Its common shortcoming is opening when being in draining, comes together in this open fire and can also flow backwards and enters heat-insulation layer, special
It is not that the water yield is big, when phenomenon is choked water in generation, comes together in this open fire and be more easy to flow backwards.Therefore, heat-insulation layer can be effectively excluded at ordinary times
Endosmosis hydrops, when can ensure that rainfall again, water will not flow backwards and enter heat-insulation layer, just into new type water fall mouth should put forth effort solve problem.
The content of the invention
In view of this, the technical problem to be solved in the present invention be to provide a kind of structure look for the inverted roof water on slope fall mouth knot
Structure, to solve in prior art, in inverted roof heat-insulation layer, infiltration is difficult to discharge and when the water yield is larger, and the water that water falls in mouth is easy
Flow backwards the problem into heat-insulation layer.
The technical scheme adopted by present invention solution above-mentioned technical problem is as follows：
A kind of structure looks for the inverted roof water on slope to fall mouth structure, comprising structure roof, master is arranged above the structure roof
Waterproof layer and heat-insulation layer；Pre-buried waterspout and mouth of a river bucket seat in the structure roof, the mouth of a river bucket seat include pipe shaft and loudspeaker
Waterspout is inserted in shape port, the pipe shaft；Mouth of a river bucket seat inwall arranges some in the equally distributed projection of circumferencial direction, and two
Formed for overboard groove between two adjacent projections；The main water barrier and the horn-like port overlap joint of mouth of a river bucket seat；It is described
Polyester felt is set above main water barrier, and the polyester felt is arranged around the loudspeaker port of mouth of a river bucket seat, and the polyester felt is near water
One end of mouth bucket seat is fixed by mouth of a river pressure ring, heat-insulation layer of the other end by being arranged on is fixed, polyester felt
Guiding seepage in the water on main water barrier to the mouth of a river struggle against an inwall projection between the groove that formed enter mouth of a river bucket seat and water falls
Pipe.
Further, the loudspeaker port of the mouth of a river bucket seat arranges water conservancy diversion grating, and the water conservancy diversion grating is struggled against with the mouth of a river at seat
The one side of mouth of a river pressure ring contact is domatic or plane.
Further, rubber seal is set between the folded part of the waterspout and mouth of a river bucket cover for seat.
Further, the horn-like port of the mouth of a river bucket seat is continuous domatic comprising two sections, by the antermarginal domatic gradient
It is less and longer.
Further, the inwall of the top board structure arranges compensation thermal insulation PU around the region of waterspout.
Further, the top of the polyester felt arranges JS protective layers, on the JS protective layers
Side arranges big particle diameter cobblestone around grating discharge outlet.
The structure that the present invention is realized looks for the inverted roof water on slope to fall mouth structure, it is adaptable to which structure looks for the inverted roof on slope, purport
Solve that the endosmosis hydrops of heat-insulation layer effectively exclude simultaneously, can prevent open fire from flowing backwards again --- particularly rainfall is big in short-term, water
When at mouthful, generation is choked water.Prefabricated, installation, anchoring, water guide, protection, sealing, compensation thermal insulation, insulation pressure are put layer and receive first-class multinomial skill
The integration of art, makes nozzle assembly design science rationally, and fabrication and installation are easy, practical reliable, weak dimension shield, freedom from repairs.
Description of the drawings
Fig. 1 looks for the inverted roof water on slope to fall mouth structure schematic diagram for a kind of structure of the invention；
Fig. 2 looks for the inverted roof water on slope to fall mouth structure schematic diagram for present invention another kind structure；
Fig. 3 is the mouth of a river of the present invention bucket seat overlooking the structure diagram.
| 10 | Waterspout | 20 | Struggle against seat at the mouth of a river |
| 30 | Mouth of a river pressure ring | 40 | Water conservancy diversion grating |
| 50 | Rubber seal | 60 | Structure roof |
| 1 | It is raised | 2 | Groove |
| 3 | Main water barrier | 4 | Polyester felt |
| 5 | JS protective layers | 6 | Fine-stone concrete pressure puts a layer edge sealing |
| 7 | XPS warming plates | 8 | Discharge outlet |
| 21 | Go up a slope | 22 | Descending |
Specific embodiment
In order that the technical problem to be solved, technical scheme and beneficial effect are clearer, clear, below tie
Drawings and Examples are closed, the present invention will be described in further detail.It should be appreciated that specific embodiment described herein is only
To explain the present invention, it is not intended to limit the present invention.
A kind of structure looks for the inverted roof water on slope to fall mouth structure, as depicted in figs. 1 and 2, comprising structure roof 60, the knot
Main water barrier 3 and heat-insulation layer are set above structure top board 60；Heat-insulation layer is arranged at the top, and in the present embodiment, heat-insulation layer is protected for XPS
Warm plate 7.3 uncured rubber asphalt of main water barrier is pasted modified bituminous pitch coiled material and adds mylar to strengthen by polyurethane.
Pre-buried waterspout 10 and mouth of a river bucket seat 20 in structure roof, waterspout 10 and the preferred PVC materials of mouth of a river bucket seat, it is described
Mouth of a river bucket seat 20 includes pipe shaft and horn-like port, and the pipe shaft inserts waterspout；Institute is fixed on by anchor rack in horn-like port
State water to fall hole periphery.Mouth of a river bucket seat inwall arranges some in the equally distributed projection of circumferencial direction, two-by-two between adjacent projection
Formed for overboard groove；The main water barrier and the horn-like port overlap joint of mouth of a river bucket seat；Arrange above the main water barrier
Polyester felt, the polyester felt are arranged around the loudspeaker port of mouth of a river bucket seat, and the polyester felt passes through near one end of mouth of a river bucket seat
Mouth of a river pressure ring is fixed, the other end is fixed by the heat-insulation layer being arranged on, and polyester felt guides seepage in main waterproof
Water on layer struggle against to the mouth of a river inwall projection between the groove that formed enter mouth of a river bucket seat and waterspout.
The anchor rack is made up of the thick bands anyhow of 6mm, 4 groups, in symmetrical cross arrangement；Vertical bar bandwidth about 20mm, it is horizontal
It is to bar bandwidth about 40mm, corresponding with partial flange position.The material of mouth of a river bucket seat 20 is high density polyethylene (HDPE), white, thick 10mm
Upper internal diameter 160mm, lower internal diameter 120mm.The horn-like port of the mouth of a river bucket seat 20 is continuous domatic comprising two sections, close
21 gradient of upward slope at edge is less and longer, and concrete preferred 21 gradients of going up a slope are 18 °, wide about 140mm-180mm；Descending 22 is about
60mm, 43 ° of gradients.
Optional another kind loudspeaker port, the horn-like port can also arrange flange inside again upwards, and flange is every
About 1/8 port arc length of place.
The mouth of a river bucket seat inwall arranges some in circumferencial direction homodisperse raised 1, as shown in figure 3, adjacent two-by-two
Projection 1 between formed for sluice groove 2；At raised preferably 4, in symmetrical cross arrangement, often locate about 1/8 arc length, it is wide
About 40mm.
Main water barrier 3 is set in the structure roof 60, and the horn-like port of the main water barrier 3 and mouth of a river bucket seat 20 is taken
Connect；Polyester felt with polyester felt 4 as representative, loudspeaker of the polyester felt 4 around mouth of a river bucket seat 20 are set above the main water barrier 3
Port is arranged, and the polyester felt 4 is fixed by mouth of a river pressure ring 30 near one end of mouth of a river bucket seat 20, and the other end is by setting
The XPS warming plates 7 (heat-insulation layer) being placed in structure roof 60 are fixed, the oozing above main water barrier 3 to seepage of polyester felt 4
Leak is guided and enters mouth of a river bucket seat 20 and waterspout 10 until the groove 2 from mouth of a river bucket seat inwall.It is in the present embodiment, described
After mouth of a river bucket 20 inwall of seat is combined with mouth of a river pressure ring, 4 sections of sluicing chamber grooves, overall length between 30 outer wall of groove 2 and mouth of a river pressure ring, are formed
The about half of circumference, a large amount of drainings of independent sluicing chamber groove and mouth of a river bucket seat separate, and percolating water is effectively drained, the mouth of a river
A large amount of water vents in bucket seat will not flow back to heat-insulation layer.Polyester felt aid in polyester felt setting, make heat-insulation layer infiltration can and
When be directed excretion, a large amount of hydrops will not be formed.
The mouth of a river pressure ring 30 includes a cylindrical body and the flange for being arranged at body end, and the cylindrical body is nested in
The inwall of seat 20 of being struggled against with the mouth of a river in the bucket seat 20 of the mouth of a river is abutted, the flared end clamping of the flange and mouth of a river bucket seat 20.It is described
Flange outer sides also set up the projection that some circular arrays are arranged, when the mouth of a river pressure ring 30 rotates, the projection and the mouth of a river
The counter structure clamping of 20 loudspeaker port of bucket seat, realizes the fixation with mouth of a river bucket seat.The upper surface of the flange is plane or slope
Face.
The upper surface of flange is domatic, as shown in figure 1, looking for pitched roof for swash plate.Wherein, lower edge on mouth of a river pressure ring 30
External diameter is respectively 60-55mm, and lower marginal zone is raised, and thick 6mm, width 20mm are raised to arrange at 8, often locate about 1/16 arc length, respectively symmetrically
Arrangement；43 ° of the oblique ring flat-plate gradient in bottom.There are a width of 5 45 ° of chamferings on the outside of its medium ring cylinder lower nozzle.
The upper surface of flange is plane, as shown in Fig. 2 for the flat upper pitched roof in bottom.Wherein, lower edge on mouth of a river pressure ring 30
External diameter is respectively 60-55mm, and lower marginal zone is raised, and thick 6mm, width 20mm are raised to arrange at 8, often locate about 1/16 arc length, respectively symmetrically
Arrangement；18 ° of ring flat-plate upper surface gradient, 43 ° of lower surface.Wherein, there are a width of 5 45 ° of chamferings on the outside of ring cylinder lower nozzle.
The loudspeaker port of the mouth of a river bucket seat 20 arranges water conservancy diversion grating 40, and makes water conservancy diversion grating 40 compress mouth of a river pressure ring 30,
According to the shape of the lug upper surface of mouth of a river pressure ring 30, the one side that the water conservancy diversion grating 40 is contacted with mouth of a river pressure ring 30 for domatic or
Plane.
Used as a kind of optional water conservancy diversion grating, generally stainless steel looks for pitched roof for swash plate, as shown in Figure 2.Its
In, it is plectane on grating, external diameter about 220mm, thickness about 8mm；It is circular ring flat-plate under grating, internal diameter 120mm, external diameter 300mm are thick
The outer edge thickness of 12mm, wherein ring flat-plate is 6mm, forms lower surface and carries wide about 20 slope.Lead as the vertical water of crossing of discharge outlet 8
Flow grate plate, high 90mm, wide 45mm, thick 6mm, is evenly arranged in centripetal, inner radius clear distance about 25mm, full weld, the high 6mm of weld seam.
Used as another kind of optional water conservancy diversion grating, material is cast iron, for the flat upper pitched roof in bottom, as shown in figure 1, wherein,
Material is that HT150 presses mouth cast iron, fine to cast.It is plectane on grating, external diameter about 220mm, thickness about 15mm are circular rings under grating
Plate, wherein internal diameter 120mm, external diameter 300mm, thick 20mm, ring flat-plate gradient are 18 °, and the upper surface of ring flat-plate outer rim is horizontal plane, then its
Outside edge thickness is kept to 12mm.The vertical grate plate of water is crossed, high about 100～115mm, wide 45mm, thick 8mm are evenly arranged in centripetal, interior
Clear distance about 20mm at footpath.
To realize sealing between mouth of a river bucket seat 20 and waterspout 10, the pipe shaft outer wall and waterspout of the seat 20 that struggles against at the mouth of a river
Rubber seal is set between 10 inwalls, the preferred pachydermia nitrile rubber foam seal circle of the rubber seal；Butyronitrile foam rubber
Glue seal diameter φ 15mm, epithelium thickness 1.5mm, enclose internal diameter 140mm；During installation, squeeze and cushion rubber is pushed away at the mouth of pipe, make water fall under mouth
Formed outside end pipe " cavity " of about 50～60mm, sealing overflows.
Compensation PU heat insulation layer is provided with mouth structure plate inner surface and waterspout certain limit in addition, water falls.
Concrete pressure on XPS warming plates 7 is put layer and adopts fine-stone concrete, C25, and thick 45, finished product reinforced mesh, φ 3.8 75 are two-way
Spot welding, 90 ° of downward bending at the mouth of a river.Wherein at the mouth of a river plane lattice be square-outside and round-inside (φ 600mm), most narrow place's width about 200mm
(that is, foreign side's length of side is 1000).Width 15mm is stitched wherein, using finished product sealed mould bar, wherein, mould bar carries extruded polystyrene board, close
Degree is not less than 43 ㎏/m3, seam top pointing one-component polyurethane sealant for building, deep 18mm；Wherein, glue top surface blade coating cement based
II type coating 2mm of polymer is thick.Before fine-stone concrete is applied, in the range of mouth of a river surrounding about φ 950mm, on main waterproof, scumbling one
Layer JS pastes the polyester felt water guide of 300g/ ㎡ and protection, under straight water inlet pressure ring.Wherein, after the completion of fine-stone concrete edge sealing, outside
I type of polyester felt surface smear, the 0.8 thickness JS protective layers 5 of dew, until 30 edge of mouth of a river pressure ring.After grating is in place, mouth of a river surrounding with
One layer of cobble of paving is filled out, is maintained an equal level with concrete side, wherein, cobble minimum grain size is not less than 30mm.
Scene eruption PU is flame retardant type, and thickness about 25 after foaming, unit weight are not less than 30 ㎏/m3.Wherein, including surface of hard bubbling
JS is applied, 1.0 is thick, protection, and increase fire resistance.Eruption scope self-structure plate is not less than downwards 300mm, level from pipe outer rim not
Less than 350mm.
Fine-stone concrete pressure is put layer edge sealing 6 and puts XPS warming plates 7 for pressure, and fine-stone concrete pressure is put at the edge sealing of layer 6 with plain form,
Outer cubic, interior anise, inner support are firm.Edge sealing, arrangement of reinforcement including fine-stone concrete, including sealed mould bar.
Above by reference to the preferred embodiments of the present invention have been illustrated, not thereby limit to the interest field of the present invention.This
Art personnel, all should be at this without departing from any modification, equivalent and the improvement made in the scope of the present invention and essence
Within the interest field of invention.
Claims (6)
1. a kind of structure looks for the inverted roof water on slope to fall mouth structure, comprising structure roof, arranges main anti-above the structure roof
Water layer and heat-insulation layer；Pre-buried mouth of a river bucket seat in the structure roof, it is characterised in that：The mouth of a river bucket seat includes pipe shaft and loudspeaker
Waterspout is inserted in shape port, the pipe shaft；Mouth of a river bucket seat inwall arranges some in the equally distributed projection of circumferencial direction, and two
Formed for overboard groove between two adjacent projections；The main water barrier and the horn-like port overlap joint of mouth of a river bucket seat；It is described
Polyester felt is set above main water barrier, and the polyester felt is arranged around the loudspeaker port of mouth of a river bucket seat, and the polyester felt is near water
One end of mouth bucket seat is fixed by mouth of a river pressure ring, heat-insulation layer of the other end by being arranged on is fixed, polyester felt
Guiding seepage enters waterspout from the groove formed between the projection of mouth of a river bucket seat inwall in the water of heat-insulation layer.
2. structure according to claim 1 looks for the inverted roof water on slope to fall mouth structure, it is characterised in that：Struggle against seat at the mouth of a river
Loudspeaker port arrange water conservancy diversion grating, the one side that the water conservancy diversion grating is contacted with mouth of a river Dou Zuochu mouths of a river pressure ring be it is domatic or flat
Face.
3. structure according to claim 1 looks for the inverted roof water on slope to fall mouth structure, it is characterised in that：The waterspout with
Mouth of a river bucket cover for seat arranges rubber seal between folded part.
4. structure according to claim 1 looks for the inverted roof water on slope to fall mouth structure, it is characterised in that：Struggle against seat at the mouth of a river
Horn-like port is continuous domatic comprising two sections, less and longer by the antermarginal domatic gradient.
5. structure according to claim 1 looks for the inverted roof water on slope to fall mouth structure, it is characterised in that：The top board structure
Inwall around waterspout region arrange compensation thermal insulation PU.
6. structure according to claim 1 looks for the inverted roof water on slope to fall mouth structure, it is characterised in that：The polyester felt
Top arranges JS protective layers, arranges big particle diameter cobblestone above the JS protective layers around grating discharge outlet.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710086874.7A CN106639184A (en) | 2017-02-17 | 2017-02-17 | Sloping structure of inverted roof outfall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710086874.7A CN106639184A (en) | 2017-02-17 | 2017-02-17 | Sloping structure of inverted roof outfall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106639184A true CN106639184A (en) | 2017-05-10 |
Family
ID=58846109
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710086874.7A Pending CN106639184A (en) | 2017-02-17 | 2017-02-17 | Sloping structure of inverted roof outfall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106639184A (en) |
Citations (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001049805A (en) * | 1999-08-05 | 2001-02-20 | Mitsubishi Kagaku Form Plastic Kk | Thermal insulating waterproof structure for roof floor |
| KR20020087244A (en) * | 2001-05-15 | 2002-11-22 | 덕창건업 주식회사 | Protection board and the waterproofing method using of it |
| CN2758354Y (en) * | 2004-12-14 | 2006-02-15 | 万科企业股份有限公司 | Inversion type roof surface having blind drain |
| CN102341553A (en) * | 2009-03-09 | 2012-02-01 | 杰·凡瓦尔拉芬控股公司 | Roof support system |
| CN103276858A (en) * | 2013-06-13 | 2013-09-04 | 天津天一建设集团有限公司 | Drainage structure for inverted roof and construction method of drainage structure |
| CN103669738A (en) * | 2013-11-29 | 2014-03-26 | 中建四局第六建筑工程有限公司 | Method for manufacturing double-layer anti-seepage drainage device of roof |
| CN203716414U (en) * | 2014-02-25 | 2014-07-16 | 中铁建工集团有限公司 | Straight double-layer drainage device |
| CN105064630A (en) * | 2015-07-21 | 2015-11-18 | 中国建筑第八工程局有限公司 | Directly draining outfall structure and construction method of directly draining outfall structure |
| CN205637364U (en) * | 2016-05-06 | 2016-10-12 | 中建五局蚌埠建筑工程有限公司 | Inversion formula roof rainwater fill device |
| CN205688679U (en) * | 2016-06-13 | 2016-11-16 | 深圳市汉沙杨景观规划设计有限公司 | A kind of anticlogging gutter inlet device |
| CN106760256A (en) * | 2017-02-08 | 2017-05-31 | 深圳大学建筑设计研究院有限公司 | A kind of material looks for the inverted roof water on slope to fall mouth structure |
| CN206591743U (en) * | 2017-01-17 | 2017-10-27 | 深圳市清华苑建筑与规划设计研究有限公司 | A kind of big depth large scale concrete roof building looks for pitched roof drain structure |
| CN206971574U (en) * | 2017-02-17 | 2018-02-06 | 深圳市清华苑建筑与规划设计研究有限公司 | A kind of structure looks for the inverted roof water on slope to fall mouth structure |
| CN212926760U (en) * | 2020-07-29 | 2021-04-09 | 建国伟业防水科技望都有限公司 | Roof waterproof structure |
| CN115977327A (en) * | 2022-12-30 | 2023-04-18 | 中建八局装饰工程有限公司 | Inverted roof drain port treatment structure and construction method |
-
2017
- 2017-02-17 CN CN201710086874.7A patent/CN106639184A/en active Pending
Patent Citations (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001049805A (en) * | 1999-08-05 | 2001-02-20 | Mitsubishi Kagaku Form Plastic Kk | Thermal insulating waterproof structure for roof floor |
| KR20020087244A (en) * | 2001-05-15 | 2002-11-22 | 덕창건업 주식회사 | Protection board and the waterproofing method using of it |
| CN2758354Y (en) * | 2004-12-14 | 2006-02-15 | 万科企业股份有限公司 | Inversion type roof surface having blind drain |
| CN102341553A (en) * | 2009-03-09 | 2012-02-01 | 杰·凡瓦尔拉芬控股公司 | Roof support system |
| CN103276858A (en) * | 2013-06-13 | 2013-09-04 | 天津天一建设集团有限公司 | Drainage structure for inverted roof and construction method of drainage structure |
| CN103669738A (en) * | 2013-11-29 | 2014-03-26 | 中建四局第六建筑工程有限公司 | Method for manufacturing double-layer anti-seepage drainage device of roof |
| CN203716414U (en) * | 2014-02-25 | 2014-07-16 | 中铁建工集团有限公司 | Straight double-layer drainage device |
| CN105064630A (en) * | 2015-07-21 | 2015-11-18 | 中国建筑第八工程局有限公司 | Directly draining outfall structure and construction method of directly draining outfall structure |
| CN205637364U (en) * | 2016-05-06 | 2016-10-12 | 中建五局蚌埠建筑工程有限公司 | Inversion formula roof rainwater fill device |
| CN205688679U (en) * | 2016-06-13 | 2016-11-16 | 深圳市汉沙杨景观规划设计有限公司 | A kind of anticlogging gutter inlet device |
| CN206591743U (en) * | 2017-01-17 | 2017-10-27 | 深圳市清华苑建筑与规划设计研究有限公司 | A kind of big depth large scale concrete roof building looks for pitched roof drain structure |
| CN106760256A (en) * | 2017-02-08 | 2017-05-31 | 深圳大学建筑设计研究院有限公司 | A kind of material looks for the inverted roof water on slope to fall mouth structure |
| CN206971574U (en) * | 2017-02-17 | 2018-02-06 | 深圳市清华苑建筑与规划设计研究有限公司 | A kind of structure looks for the inverted roof water on slope to fall mouth structure |
| CN212926760U (en) * | 2020-07-29 | 2021-04-09 | 建国伟业防水科技望都有限公司 | Roof waterproof structure |
| CN115977327A (en) * | 2022-12-30 | 2023-04-18 | 中建八局装饰工程有限公司 | Inverted roof drain port treatment structure and construction method |
Non-Patent Citations (2)
| Title |
|---|
| 孙儒强, 邓旭东, 王利英: "倒置式屋面的设计与施工", 施工技术, no. 11 * |
| 张道真，黄瑞言: "结构找坡倒置屋面自带泄水且能止水倒流的新型水落口设计", <中国建筑防水> * |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN214061703U (en) | Seepage-proofing structure for post-cast strip of bottom plate of underground chamber | |
| CN201671189U (en) | Rainwater seepage-preventing structure of precast concrete external wall panel | |
| CN206971574U (en) | A kind of structure looks for the inverted roof water on slope to fall mouth structure | |
| KR101005442B1 (en) | Rotation water flow influx pipe's multiple wall cylindrical water tank | |
| CN209760629U (en) | Just put local seepage maintenance structure in formula roofing pipe root position | |
| CN106639184A (en) | Sloping structure of inverted roof outfall structure | |
| CN102127920A (en) | Waterlogging draining method between floors | |
| CN206110301U (en) | Compound floor drain of prevention of seepage | |
| CN204715638U (en) | A kind of roof covering water-proof structure | |
| CN110905138A (en) | Disjunctor is stifled to draw formula waterproof system | |
| CN106760256B (en) | Inverted roof water falling port structure for material slope finding | |
| CN206616782U (en) | A kind of material looks for the inverted roof water on slope to fall mouth structure | |
| CN110747819A (en) | Concrete face rockfill dam with geotextile layer between bedding material and transition material | |
| CN214402966U (en) | Shock insulation building | |
| CN109868830A (en) | The impervious safeguard structure of immerseable embankment side slope and construction method | |
| CN110905137B (en) | Stifled formula waterproof system that draws | |
| CN101591613A (en) | A kind of methane fermentor and production method of being furnished with spherical gas-holder | |
| CN206851454U (en) | Plantation layer and domatic roofing applied to slope structure | |
| CN212405271U (en) | Anti-floating anchor rod waterproof structure | |
| CN205935442U (en) | Building roof drainage structures | |
| CN211872894U (en) | Initial dam of upstream method damming tailings pond | |
| CN201080605Y (en) | Spiral osmosis tube | |
| CN107023146A (en) | Toilet warterproof plate and its manufacture method | |
| CN206554415U (en) | A kind of flat roof deck discharge structure | |
| CN106869289A (en) | One kind building same-layer floor drain |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB02 | Change of applicant information |
Address after: 518000 floor 2-8, building a (shengdaji complex building), Yuehai residential community, Longcheng Road, Nanshan District, Shenzhen City, Guangdong Province Applicant after: Shenzhen Pengqing Architecture and Planning Design Co.,Ltd. Address before: 518000 Qinghua yuan architectural design building, No. 106, Longcheng Road, Nanshan District, Shenzhen, Guangdong Applicant before: SHENZHEN TSINGHUA-YUAN ARCHITECTURE AND PLANNING AND DESIGN RESEARCH CO.,LTD. |
|
| CB02 | Change of applicant information |