CN209082577U - The anti-row's integral system of shed deckhead - Google Patents

The anti-row's integral system of shed deckhead Download PDF

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Publication number
CN209082577U
CN209082577U CN201821471379.4U CN201821471379U CN209082577U CN 209082577 U CN209082577 U CN 209082577U CN 201821471379 U CN201821471379 U CN 201821471379U CN 209082577 U CN209082577 U CN 209082577U
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rhone
shaped sheet
macromolecule
row
special
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刘高健
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Beijing Zhongtai Yunda Technology Development Co Ltd
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Beijing Zhongtai Yunda Technology Development Co Ltd
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Abstract

The utility model discloses a kind of anti-row's integral systems of shed deckhead, including concrete roof matrix, macromolecule Special-shaped sheet and rhone, rhone and macromolecule Special-shaped sheet are layed in concrete roof matrix top surface, rhone is downward opening U-lag, the side wall of rhone is equipped with water inlet, macromolecule Special-shaped sheet connects with the side wall of rhone, flows into the water on macromolecule Special-shaped sheet in rhone by water inlet;The edge that the opening and macromolecule Special-shaped sheet of rhone connect with rhone is adhesively fixed and is sealed using adhesive waterproof coil;Ventilative observation tube is connected at the top of the rhone, the anti-row's integral system of the shed deckhead, leading anti-, row combines, and shed deckhead first is discharged in lower infiltration, reduces hydraulic pressure.Siphon drainge system forms first of waterproof layer, becomes the first upstream face by intrinsic advantage.It being capable of effective waterproof while lower infiltration is discharged.Mitigate the waterproofing pressure of original waterproof layer, the row of being formed prevents combining, more effectively protection building top.

Description

The anti-row's integral system of shed deckhead
Technical field
The utility model belongs to technical field of drainage more particularly to a kind of anti-row's integral system of shed deckhead.
Background technique
Underground garage refers to that building is used to park the buildings of all size motor vehicles in underground, mainly by between stopping, Between channel, ramp or mechanical lifting, entrance, the composition such as place of shunting;Wherein singly build formula parking lot be generally built in city square, Under park, road, greenery patches or vacant lot, no matter being mainly characterized by scale, on ground city space and building base This is not influenced, and in addition to a small amount of entrance and ventilation opening, can retain wide open space after the earthing of top for city;And it is large-scale at present Basement plants top plate sometimes because precipitation formation backwater may when ponding rises to certain altitude, and submerges root system of plant Cause rotting for root system.Simultaneously in the prior art, shed deckhead is that protective structure is equipped with waterproof layer usually in structure roof, However this measure only emphasizes waterproof and ignores draining, waterproof layer undoubtedly becomes the first upstream face, entire shed deckhead such as peviform, when long Between a large amount of ponding can cause hidden trouble to waterproof layer.
Utility model content
For the defects in the prior art, the utility model provides a kind of anti-row's integral system of shed deckhead, dominate it is anti-, Row combines, and shed deckhead is discharged in lower infiltration, reduces hydraulic pressure, and anti-row's integral system forms first of waterproof layer, becomes first Upstream face, by lower infiltration be discharged while can effective waterproof, mitigate the waterproofing pressure of original waterproof layer, to form anti-row's phase In conjunction with, more effectively protection building top.
A kind of anti-row's integral system of shed deckhead of the utility model, including concrete roof matrix, macromolecule abnormity Piece and rhone, the rhone and macromolecule Special-shaped sheet are layed in concrete roof matrix top surface, and rhone is opening down U-lag, the side wall of rhone is equipped with water inlet, and the macromolecule Special-shaped sheet connects with the side wall of rhone, keeps macromolecule different The water of shape on piece is flowed into rhone by water inlet;The opening and macromolecule Special-shaped sheet of the rhone connect with rhone Edge be adhesively fixed and seal using adhesive waterproof coil;Ventilative observation tube, macromolecule are connected at the top of the rhone The top of Special-shaped sheet and rhone is buried by planting soil layer, and the upper end of ventilative observation tube all extends to planting soil layer surface, anti-row Integral system formed first of waterproof layer, become the first upstream face, by lower infiltration be discharged while can effective waterproof, mitigation The waterproofing pressure of original waterproof layer.
Further, the lower end side of the ventilative observation tube uses concrete protective, and concreting is in macromolecule abnormity Ventilative observation tube, macromolecule Special-shaped sheet and rhone are poured and are fixed together by piece and rhone top surface, and it is steady to improve overall structure Solidity prevents ventilative observation tube displacement.
Further, the concrete roof matrix ball blast and uncured rubber asphalt waterproof coating is scratched after removing laitance, SBS root resistant waterproof roll, SBS are equipped between uncured rubber asphalt waterproof coating and macromolecule Special-shaped sheet and rhone Root resistant waterproof roll is a kind of waterproof material used in engineering waterproofing construction, good waterproof performance.
Further, the outside of the macromolecule Special-shaped sheet and rhone is covered using geotextiles;It can be to macromolecule Special-shaped sheet Effective protective action is played with rhone.
Further, the macromolecule Special-shaped sheet is made of HDPE material, including flat part and with flat part one at The bottom of multiple lug bosses of type, the lug boss is curved cavity, makes the wall thickness of lug boss and the consistency of thickness of flat part;It is convex Gap between the portion of rising forms the runner for water flowing, and macromolecule Special-shaped sheet entirety uniform wall thickness does not cause concentration of local stress, Structural stability is good, is hardly damaged;The lug boss is in truncated cone, and ribs is fixed between side and flat part;Energy The structural strength between lug boss and flat part is improved, ribs is also fixed in the bottom pocket of lug boss, makes lug boss Structure is more firm, and bearing capacity is stronger, is not easy lug boss be collapsed, it is ensured that drainage performance.
Further, the lower edge of the rhone is equipped with the flange turned down horizontally outward;It can be by the side of macromolecule Special-shaped sheet Portion overlaps with the flange of rhone, improves the stability and waterproofness of connection structure;Rhone is equipped with multiple transverse directions Reinforcing rib, the reinforcing rib formed by the way that the siding of rhone is processed lateral strip bulge, drainage channel structure intensity Height, durability are strong.
The beneficial effects of the utility model are: the anti-row's integral system of the shed deckhead of the utility model, dominates anti-, row's phase In conjunction with first by lower infiltration discharge shed deckhead, reduction hydraulic pressure.Siphon drainge system forms first of waterproof by intrinsic advantage Layer, becomes the first upstream face.It being capable of effective waterproof while lower infiltration is discharged.Mitigate the waterproofing pressure of original waterproof layer, The row of being formed prevents combining, more effectively protection building top.
Detailed description of the invention
It, below will be right in order to illustrate more clearly of specific embodiment of the present invention or technical solution in the prior art Specific embodiment or attached drawing needed to be used in the description of the prior art are briefly described.In the accompanying drawings, similar element Or part is generally identified by similar appended drawing reference.In attached drawing, each element or part might not be drawn according to actual ratio.
Fig. 1 is the structural schematic diagram of the utility model.
Specific embodiment
It is described in detail below in conjunction with embodiment of the attached drawing to technical solutions of the utility model.Following embodiment is only For clearly illustrating the technical solution of the utility model, therefore it is only used as example, and it is originally practical to cannot be used as a limitation limitation Novel protection scope.
It should be noted that unless otherwise indicated, technical term or scientific term used in this application should be this reality The ordinary meaning understood with novel one of ordinary skill in the art.
The anti-row's integral system of the shed deckhead of the present embodiment as shown in Figure 1:, including concrete roof matrix 5, macromolecule Special-shaped sheet 7 and rhone 1, the rhone 1 and macromolecule Special-shaped sheet 7 are layed in 5 top surface of concrete roof matrix, rhone 1 Side wall for downward opening U-lag, rhone 1 is equipped with water inlet, the side wall phase of the macromolecule Special-shaped sheet 7 and rhone 1 It connects, flows into the water on macromolecule Special-shaped sheet 7 in rhone 1 by water inlet;The opening and macromolecule of the rhone 1 are different The edge that shape piece 7 connects with rhone 1 is adhesively fixed and is sealed using adhesive waterproof coil;The top of the rhone 1 connects There is a ventilative observation tube 2, the top of macromolecule Special-shaped sheet 7 and rhone 1 is buried by planting soil layer 4, and the upper end for observation tube 2 of breathing freely is equal 4 surface of planting soil layer is extended to, anti-row's integral system forms first of waterproof layer, becomes the first upstream face, seep water by under While discharge can effective waterproof, mitigate the waterproofing pressure of original waterproof layer.
In the present embodiment, the lower end side of the ventilative observation tube 2 is protected using concrete 3, and concrete 3 is cast in high score 1 top surface of sub- Special-shaped sheet 7 and rhone, ventilative observation tube 2, macromolecule Special-shaped sheet 7 and rhone 1 are poured and are fixed together, mention High overall structure stability prevents ventilative observation tube 2 from shifting.
In the present embodiment, 5 ball blast of concrete roof matrix simultaneously scratches uncured rubber-asphalt waterproof after removing laitance It is anti-to be equipped with SBS root-resistant puncturing for coating 9 between uncured rubber asphalt waterproof coating 9 and macromolecule Special-shaped sheet 7 and rhone 1 Water coiled material 8, SBS root resistant waterproof roll 8 are a kind of waterproof material used in engineering waterproofing construction, good waterproof performance.
Shed deckhead scratches uncured rubber asphalt waterproof coating, interstitital texture seam through base's ball blast and after removing laitance Gap combines it more effectively with structure, prevents from quick-boiling water phenomenon, in uncured upper laying SBS root resistant waterproof roll, utilizes it Itself cementability, complete structure roof, uncured, SBS is combined, formed shed deckhead waterproof layer, SBS have prevent plant Root system punctures ability, so that entire waterproof layer is had waterproofness, every root.It is laid with siphon drainge system on waterproof layer, is formed Anti- row's integral system.
In the present embodiment, the outside of the macromolecule Special-shaped sheet 7 and rhone 1 is covered using geotextiles 6;It can be to macromolecule Special-shaped sheet 7 and rhone 1 play effective protective action.
In the present embodiment, the macromolecule Special-shaped sheet 7 is made of HDPE material, including flat part and with flat part one The bottom of body formed multiple lug bosses, the lug boss is curved cavity, makes the wall thickness of lug boss and the thickness one of flat part It causes;Gap between lug boss forms the runner for water flowing, and the whole uniform wall thickness of macromolecule Special-shaped sheet 7 does not cause local collection Middle stress, structural stability is good, is hardly damaged;The lug boss is in truncated cone, is fixed with and adds between side and flat part Strong rib;The structural strength between lug boss and flat part can be improved, is also fixed with ribs in the bottom pocket of lug boss, is made convex The structure in the portion of rising is more firm, and bearing capacity is stronger, is not easy lug boss be collapsed, it is ensured that drainage performance.
In the present embodiment, the lower edge of the rhone 1 is equipped with the flange turned down horizontally outward;It can be by macromolecule Special-shaped sheet 7 edge overlaps with the flange of rhone 1, improves the stability and waterproofness of connection structure;Rhone 1 is equipped with more A lateral reinforcing rib, the reinforcing rib are formed by the way that the siding of rhone 1 is processed lateral strip bulge, rhone 1 Structural strength is high, and durability is strong;The flange top surface of rhone and the edge bottom surface of macromolecule Special-shaped sheet are equipped with multiple inserted sheets, Inserted sheet is parallel with rhone, and the spacing between two neighboring inserted sheet is not more than the thickness of inserted sheet, when macromolecule Special-shaped sheet and draining When the flange of slot overlaps, the inserted sheet of macromolecule Special-shaped sheet edge is injected in the inserted sheet gap on the flange of rhone, Together with being tightly coupled rhone with macromolecule Special-shaped sheet using the frictional force between inserted sheet, it is formed simultaneously labyrinth seal knot The waterproofness of rhone and macromolecule Special-shaped sheet seam crossing is furthermore achieved in structure.
Finally, it should be noted that the above various embodiments is only to illustrate the technical solution of the utility model, rather than it is limited System;Although the present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art should Understand: it is still possible to modify the technical solutions described in the foregoing embodiments, or to some or all of Technical characteristic is equivalently replaced;And these are modified or replaceed, it does not separate the essence of the corresponding technical solution, and this is practical new The range of each embodiment technical solution of type, should all cover in the claim of the utility model and the range of specification.

Claims (5)

1. a kind of anti-row's integral system of shed deckhead, it is characterised in that: including concrete roof matrix, macromolecule Special-shaped sheet and Rhone, the rhone and macromolecule Special-shaped sheet are layed in concrete roof matrix top surface, and rhone is downward opening U-shaped The side wall of slot, rhone is equipped with water inlet, and the macromolecule Special-shaped sheet connects with the side wall of rhone, makes on macromolecule Special-shaped sheet Water pass through water inlet flow into rhone in;The edge that the opening and macromolecule Special-shaped sheet of the rhone connect with rhone It is adhesively fixed and is sealed using adhesive waterproof coil;Ventilative observation tube, macromolecule Special-shaped sheet are connected at the top of the rhone It is buried with the top of rhone by planting soil layer, the upper end of ventilative observation tube all extends to planting soil layer surface;The rhone Lower edge be equipped with the flange that turns down horizontally outward;Rhone be equipped with multiple lateral reinforcing ribs, the reinforcing rib pass through by The siding of rhone processes lateral strip bulge and is formed;The flange top surface of rhone and the edge bottom of macromolecule Special-shaped sheet Face is equipped with multiple inserted sheets, and inserted sheet is parallel with rhone, and the spacing between two neighboring inserted sheet is not more than the thickness of inserted sheet, works as height When the flange of molecule Special-shaped sheet and rhone overlaps, the inserted sheet of macromolecule Special-shaped sheet edge is injected to the flange of rhone On inserted sheet gap in.
2. the anti-row's integral system of shed deckhead according to claim 1, it is characterised in that: under the ventilative observation tube End side surface uses concrete protective.
3. the anti-row's integral system of shed deckhead according to claim 2, it is characterised in that: the concrete roof matrix Ball blast is simultaneously removed and scratches uncured rubber asphalt waterproof coating after laitance, uncured rubber asphalt waterproof coating and macromolecule abnormity SBS root resistant waterproof roll is equipped between piece and rhone.
4. the anti-row's integral system of shed deckhead according to claim 3, it is characterised in that: the macromolecule Special-shaped sheet and The outside of rhone is covered using geotextiles.
5. the anti-row's integral system of shed deckhead according to claim 4, it is characterised in that: the macromolecule Special-shaped sheet is adopted Be made of HDPE material, including flat part and with the integrally formed multiple lug bosses of flat part, the bottom of the lug boss is Curved cavity makes the wall thickness of lug boss and the consistency of thickness of flat part;The lug boss is in truncated cone, side and flat part Between be fixed with ribs.
CN201821471379.4U 2018-09-07 2018-09-07 The anti-row's integral system of shed deckhead Active CN209082577U (en)

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Application Number Priority Date Filing Date Title
CN201821471379.4U CN209082577U (en) 2018-09-07 2018-09-07 The anti-row's integral system of shed deckhead

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110886324A (en) * 2018-09-07 2020-03-17 北京众泰云达科技发展有限公司 Integrated system is prevented arranging by garage roof
CN111321791A (en) * 2020-04-09 2020-06-23 北京众泰云达科技发展有限公司 Reinforced split type drainage channel

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110886324A (en) * 2018-09-07 2020-03-17 北京众泰云达科技发展有限公司 Integrated system is prevented arranging by garage roof
CN111321791A (en) * 2020-04-09 2020-06-23 北京众泰云达科技发展有限公司 Reinforced split type drainage channel

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