CN209457282U - Ground library top plate planted roof deformation joint structure - Google Patents
Ground library top plate planted roof deformation joint structure Download PDFInfo
- Publication number
- CN209457282U CN209457282U CN201822164988.1U CN201822164988U CN209457282U CN 209457282 U CN209457282 U CN 209457282U CN 201822164988 U CN201822164988 U CN 201822164988U CN 209457282 U CN209457282 U CN 209457282U
- Authority
- CN
- China
- Prior art keywords
- layer
- deformation joint
- waterproof
- waterproof roll
- 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.)
- Active
Links
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/24—Structural elements or technologies for improving thermal insulation
- Y02A30/254—Roof garden systems; Roof coverings with high solar reflectance
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
- Y02B80/00—Architectural or constructional elements improving the thermal performance of buildings
- Y02B80/32—Roof garden systems
Landscapes
- Building Environments (AREA)
Abstract
The utility model relates to a kind of ground library top plate planted roof deformation joint structures comprising the deformation joint on overburden layer, roof boarding and setting roof boarding；Middle buried water stop is provided in the deformation joint; the waterproof barricade positioned at its two sides is provided at the top of the deformation joint; waterproof barricade bottom is provided with the first waterproof roll layer for deformation joint sealing; waterproof barricade periphery is coated with the second waterproof roll layer for deformation joint sealing; it is provided with the protection wall being pressed together at the top of second method coiled material layer on the outside of two waterproof barricades, two protection wall top portions are fixed with the concrete cover for being pressed together on the second waterproof roll roof.The utility model has the advantages that better anti-leakage property.
Description
Technical field
The utility model relates to the technical fields of building deformation joint, deform more particularly, to a kind of ground library top plate planted roof
Seam construction.
Background technique
At present in engineering design, in order to guarantee waterproof safety, there are mainly two types of forms for planted roof deformation joint: one is changes
Shape stitches prominent landscape planting soil format surface, when it designs (or even getting on the bus) planted roof of people in large size, extremely influences road
The arrangement of road and landscape.Another be then by deformation joint setting in the soil, but the deformation being placed in for this kind in soil
Crack structure causes deformation joint leak to reduce the destruction of external force and root system of plant, needs that deformation joint is arranged more strict
Waterproof measure influences lower part building function to reduce deformation joint leak.
Utility model content
The purpose of the utility model is to provide a kind of ground library top plate planted roof deformation joint structures, have better anti-leakage property
The advantages of.
The above-mentioned purpose of utility model of the utility model has the technical scheme that
A kind of ground library top plate planted roof deformation joint structure, including the change on overburden layer, roof boarding and setting roof boarding
Shape seam；It is provided with middle buried water stop in the deformation joint, the waterproof barricade positioned at its two sides is provided at the top of the deformation joint,
Waterproof barricade bottom is provided with the first waterproof roll layer for deformation joint sealing, and waterproof barricade periphery cladding is useful
It is provided on the outside of the second waterproof roll layer of deformation joint sealing, two waterproof barricades and is pressed together on the second waterproof roll layer
The protection wall at top, two protection wall top portions are fixed with the concrete cover for being pressed together on the second waterproof roll layer roof.
By using above-mentioned technical proposal, the first waterproof roll layer, the second waterproof roll layer, middle buried water stop are jointly real
The waterproof of deformation joint is showed, three set up defences, and considerably increase the ability of antiseep at deformation joint of roof.
The utility model is further arranged to: being additionally provided with synthesis high score between the first waterproof roll layer and roof boarding
Sub- coiled material layer, the synthesis macromolecule coiled material layer both ends are separately fixed at the two sides of deformation joint.
By using above-mentioned technical proposal, the leakage performance of deformation joint is further improved.
The utility model is further arranged to: the roof boarding roof and synthesis macromolecule coiled material layer between from the bottom to top according to
It is secondary to be provided with foam concrete sloping layer, the first cement mortar screed-coat, high molecular water-proof paint layer, the second cement mortar screeding
Layer.
By using above-mentioned technical proposal, the laying of synthesis macromolecule coiled material layer, and high molecular water-proof paint are facilitated
The setting of layer improves the barrier performance of roof boarding, reduces the lower infiltration of moisture.
The utility model is further arranged to: being disposed with cement bonded sand from the bottom to top above the first waterproof roll layer
Slurry separation layer and the first pea gravel concreten layer added with waterproofing agent, the waterproof barricade are fixed on the first pea gravel concreten layer top
Portion.
By using above-mentioned technical proposal, the reinforcement effect of roof boarding is realized, and is conducive to improve the anti-of roof boarding
Aqueous energy.
The utility model is further arranged to: the row being provided with above the second waterproof roll layer on the outside of the protection wall
It is provided between water layer and geotextiles filter layer, the drainage blanket and geotextiles filter layer and the second waterproof roll layer added with anti-
Second pea gravel concreten layer of aqua.
By using above-mentioned technical proposal, convenient for the discharge of water, and the second waterproof roll layer and overburden layer are realized
Isolation if planting soil impeded drainage has all covered seam top, and breaks through first and sets up defences, then two waterproofs just play
Practical use, while extending the service life of the second waterproof roll layer.
The utility model is further arranged to: polymer cement-based waterproof is brushed on the outside of the protection wall and concrete cover
Layer.
By using above-mentioned technical proposal, the waterproofness of protection wall and concrete cover is improved.
The utility model is further arranged to: pointing is filled in the deformation joint.
By using above-mentioned technical proposal, the barrier performance of deformation joint is improved.
The utility model is further arranged to: the first waterproof roll layer and the second waterproof roll layer are disposed as bilayer
Structure, two layers of first waterproof roll interlayer are provided with the first polyethylene foams stick in deformation joint, two layers of institute
State the second polyethylene foams stick that the second waterproof roll interlayer is provided in deformation joint.
By using above-mentioned technical proposal, the first polyethylene foams stick and the second polyethylene foams stick are to deformation
Waterproof material does deformation buffer at seam, stretches or waterproof roll is unlikely to fracture when shrinking, and then is anti-for improving first
The service life of water coiled material layer and the second waterproof roll layer.
In conclusion the advantageous effects of the utility model are as follows:
1. using the first waterproof roll layer, the second waterproof roll layer, middle buried water stop, it can play and improve roofing change
The effect of antiseep at shape seam；
It 2. using drainage blanket and geotextiles filter layer, can play convenient for draining, reduce Water deep leaching and enter roof boarding
Possible effect.
Detailed description of the invention
Fig. 1 is the overall structure diagram of the utility model.
In figure, 1, overburden layer；2, roof boarding；3, deformation joint；4, middle buried water stop；5, pointing；6, foam coagulation
Native sloping layer；7, the first cement mortar screed-coat；8, high molecular water-proof paint layer；9, the second cement mortar screeding layer；10, it synthesizes
Macromolecule coiled material layer；11, third cement mortar screeding layer；12, the first waterproof roll layer (root resistant waterproof roll)；13, water
Cement mortar separation layer；14, the first pea gravel concreten layer；15, waterproof barricade；16, the second waterproof roll layer (root-resistant puncturing waterproof roll
Material)；17, wall is protected；18, concrete cover；19, polymer cement-based waterproof layer；20, the second pea gravel concreten layer；21, it drains
Layer and geotextiles filter layer；22, the first polyethylene foams stick；23, the second polyethylene foams stick.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing.
It referring to Fig.1, is a kind of ground library top plate planted roof deformation joint structure disclosed by the utility model, including earthing
Road and greenbelt is arranged in deformation joint 3 on layer 1, roof boarding 2 and setting roof boarding 2, overburden layer 1 above.To improve deformation
3 barrier performance is stitched, middle buried water stop 4 is provided in deformation joint 3 and is filled with pointing 5, specifically, pointing 5
It is set as polyethylene foams item.
Referring to Fig.1,2 top of roof boarding is disposed with foam concrete sloping layer 6(dry density from the bottom to top and is not less than
600kg/ m3), 7,1.5 thickness high molecular water-proof paint layer 8(adhesive two of the first cement mortar screed-coat), the second cement bonded sand
Starch screed-coat 9, synthesis macromolecule coiled material layer 10, third cement mortar screeding layer 11,12,20 thickness 1:2.5 of the first waterproof roll layer
Cement mortar separation layer 13 and the first pea gravel concreten layer 14 added with waterproofing agent.It is arranged at the top of first pea gravel concreten layer 14
There are two the waterproof barricade 15 for being located at 3 two sides of deformation joint, the height of waterproof barricade 15 is 600mm, and waterproof barricade 15 is by steel
Reinforced concrete barricade is constituted and periphery is coated with the second waterproof roll layer 16 for 3 sealing of deformation joint.Two waterproof barricades
15 outsides are provided with the protection wall 17 for being pressed together on 16 top of the second waterproof roll layer, protect wall 17 by brick, due to that can not keep away
Exempt from planting soil bottom water practical problem, is equivalent to pool wall effect.It is fixed at the top of two protection walls 17 and is pressed together on second
The concrete cover 18 of waterproof roll roof is protected and is brushed with polymer cement-based waterproof layer on the outside of wall 17 and concrete cover 18
19。
Referring to Fig.1,16 both ends of the second waterproof roll layer are pierced by protection 17 bottom wall of wall and extend outwardly, while protecting outside wall 17
The 20 thickness 1:2.5 cement mortar separation layers that side is provided with above the second waterproof roll layer 16 and sets gradually from the bottom to top
13, the second pea gravel concreten layer 20, geotextiles filter layer and plastic plate drainage layer and geotextiles filter layer added with waterproofing agent
21。
Referring to Fig.1, the first waterproof roll layer 12 and the second waterproof roll layer 16 are disposed as double-layer structure and are modified by APP
Pitch puncture-resistant waterproof roll 5mm thickness is constituted, and the first waterproof roll layer 12 and the second waterproof roll layer 16 are done to 3 two sides of deformation joint
At each 1000mm.The first polyethylene foams stick 22 in deformation joint 3 is provided between two layers of first waterproof roll layers 12,
The second polyethylene foams stick 23 in deformation joint 3 is provided between two layers of second waterproof roll layers 16.First polyethylene
Foamed plastic rod 22 and the second polyethylene foams stick 23 do deformation buffer to waterproof material at deformation joint 3, stretch or receive
It is unlikely to waterproof roll to fracture when contracting, and then the use for improving the first waterproof roll layer 12 and the second waterproof roll layer 16
Service life.
Referring to Fig.1, specific first cement mortar screeding layer and the second cement mortar screeding layer 9 are 20 thickness 1:2.5 water
Cement mortar screed-coat, and the agent of brush primer is together.First pea gravel concreten layer 14 and the second pea gravel concreten layer 20 are 80 thickness C30
Pea gravel concreten adds 5% waterproofing agent (the interior two-way concrete slab with diameter 4, spacing 200).
The first waterproof roll layer 12, the second waterproof roll layer 16, middle buried water stop 4 of the present embodiment realize change jointly
The waterproof of shape seam 3, three set up defences, and considerably increase the ability of antiseep at deformation joint of roof 3.
The embodiment of present embodiment is the preferred embodiment of the utility model, and not limitation is originally practical new according to this
The protection scope of type, therefore: the equivalence changes that all structures, shape, principle according to the utility model are done should all be covered by practical
Within novel protection scope.
Claims (8)
1. a kind of ground library top plate planted roof deformation joint structure, including overburden layer (1), roof boarding (2) and setting roof boarding
(2) deformation joint (3) on；It is characterized by: being provided with middle buried water stop (4), the deformation joint in the deformation joint (3)
(3) top is provided with the waterproof barricade (15) positioned at its two sides, and waterproof barricade (15) bottom is provided with for deformation joint (3)
First waterproof roll layer (12) of sealing, waterproof barricade (15) periphery are coated with anti-for the second of deformation joint (3) sealing
Water coiled material layer (16), two waterproof barricades (15) outsides are provided with the guarantor being pressed together at the top of the second waterproof roll layer (16)
Revetment (17), two protections wall (17) tops are fixed with the concrete cover for being pressed together on second waterproof roll layer (16) roof
(18)。
2. ground according to claim 1 library top plate planted roof deformation joint structure, it is characterised in that: first waterproof roll
Synthesis macromolecule coiled material layer (10), the synthesis macromolecule coiled material layer (10) are additionally provided between material layer (12) and roof boarding (2)
Both ends are separately fixed at the two sides of deformation joint (3).
3. ground according to claim 2 library top plate planted roof deformation joint structure, it is characterised in that: the roof boarding (2)
It is disposed with foam concrete sloping layer (6), the first cement from the bottom to top between roof and synthesis macromolecule coiled material layer (10)
Mortar screed-coat (7), high molecular water-proof paint layer (8), the second cement mortar screeding layer (9).
4. ground according to claim 3 library top plate planted roof deformation joint structure, it is characterised in that: first waterproof roll
It is disposed with cement mortar separation layer (13) and the first microlith coagulation added with waterproofing agent from the bottom to top above material layer (12)
Soil layer (14), the waterproof barricade (15) are fixed at the top of the first pea gravel concreten layer (14).
5. ground according to claim 4 library top plate planted roof deformation joint structure, it is characterised in that: the protection wall (17)
Outside is provided with drainage blanket and geotextiles filter layer (21) above the second waterproof roll layer (16), the drainage blanket and
The second pea gravel concreten layer added with waterproofing agent is provided between geotextiles filter layer (21) and the second waterproof roll layer (16)
(20)。
6. ground according to claim 5 library top plate planted roof deformation joint structure, it is characterised in that: the protection wall (17)
Polymer cement-based waterproof layer (19) are brushed with on the outside of concrete cover (18).
7. ground according to claim 1 library top plate planted roof deformation joint structure, it is characterised in that: the deformation joint (3)
It is interior to be filled with pointing (5).
8. ground according to claim 1 library top plate planted roof deformation joint structure, it is characterised in that: first waterproof roll
Material layer (12) and the second waterproof roll layer (16) are disposed as double-layer structure, are arranged between two layers of first waterproof roll layer (12)
There is the first polyethylene foams stick (22) being located in deformation joint (3), is arranged between two layers of second waterproof roll layer (16)
There is the second polyethylene foams stick (23) being located in deformation joint (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822164988.1U CN209457282U (en) | 2018-12-22 | 2018-12-22 | Ground library top plate planted roof deformation joint structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822164988.1U CN209457282U (en) | 2018-12-22 | 2018-12-22 | Ground library top plate planted roof deformation joint structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209457282U true CN209457282U (en) | 2019-10-01 |
Family
ID=68041610
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822164988.1U Active CN209457282U (en) | 2018-12-22 | 2018-12-22 | Ground library top plate planted roof deformation joint structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209457282U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111395067A (en) * | 2020-04-30 | 2020-07-10 | 中铁二院工程集团有限责任公司 | Waterproof structure for pile plate structure and construction method thereof |
| CN111502279A (en) * | 2020-04-29 | 2020-08-07 | 中国十七冶集团有限公司 | Method for constructing lower non-upturning deformation joint of planted roof |
| CN115354804A (en) * | 2022-10-08 | 2022-11-18 | 中建八局第二建设有限公司 | Waterproof and heat-preservation airtight structure for deformation joint of skirt house roof and construction method of waterproof and heat-preservation airtight structure |
| CN115467374A (en) * | 2022-10-13 | 2022-12-13 | 冉华勇 | Construction process for deformation joint of top plate of planting garage |
-
2018
- 2018-12-22 CN CN201822164988.1U patent/CN209457282U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111502279A (en) * | 2020-04-29 | 2020-08-07 | 中国十七冶集团有限公司 | Method for constructing lower non-upturning deformation joint of planted roof |
| CN111395067A (en) * | 2020-04-30 | 2020-07-10 | 中铁二院工程集团有限责任公司 | Waterproof structure for pile plate structure and construction method thereof |
| CN115354804A (en) * | 2022-10-08 | 2022-11-18 | 中建八局第二建设有限公司 | Waterproof and heat-preservation airtight structure for deformation joint of skirt house roof and construction method of waterproof and heat-preservation airtight structure |
| CN115467374A (en) * | 2022-10-13 | 2022-12-13 | 冉华勇 | Construction process for deformation joint of top plate of planting garage |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN209457282U (en) | Ground library top plate planted roof deformation joint structure | |
| CN206768880U (en) | A kind of waterproof construction for seashore pipe gallery | |
| CN101298782B (en) | Method and system for basement engineering water proof and water drain | |
| CN102747750B (en) | Construction method for post-pouring settlement belt protective measures of basement top plates | |
| CN107190844A (en) | The waterproof and water drainage system and construction method of a kind of basement bottom board and exterior wall | |
| CN203008241U (en) | Large planting roof deformation gap structure | |
| CN105201025B (en) | Basement waterproofing construction and its construction method | |
| CN205935437U (en) | Parapet wall body structure | |
| CN206352400U (en) | Positively fixed type parapet of roofing position waterproof modular repair structure | |
| CN106193066A (en) | A kind of Loess landslide administering method based on restoration of the ecosystem | |
| CN206245171U (en) | A kind of cracking resistance drain type asphalt road surface | |
| CN208701703U (en) | A kind of expansive soil cut slope support structure of anti-row's one | |
| CN208870090U (en) | Waterproof construction outside a kind of hydrous fluids basement bottom board and exterior wall junction | |
| CN209194466U (en) | Reservoir bank seepage prevention structure | |
| CN207608910U (en) | Safeguard structure for reinforcing expansive soil slope | |
| CN207032694U (en) | A kind of horizontal type drain gully waterproofing node of puncture-resistant roofing | |
| CN206467697U (en) | Column foot and raft plate junction integrated water-proof structure | |
| CN205874866U (en) | Environmental protection road bed | |
| CN204492031U (en) | The water proof structure of planted roof deformation joint | |
| CN1025966C (en) | Construction of slope drain in geologically unstable area | |
| CN209194574U (en) | A kind of LP blades Road Retaining Walls | |
| CN103572783B (en) | Comprehensive method for preventing crack and water of basement project | |
| CN206090644U (en) | Underground roof movement joint waterproof layer structure | |
| CN206987212U (en) | A kind of parapet waterproof construction of puncture-resistant roofing | |
| CN106894333B (en) | Bridge central partition |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |