CN104533029A - Roof construction technology with self-slope-finding structure and roof - Google Patents
Roof construction technology with self-slope-finding structure and roof Download PDFInfo
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- CN104533029A CN104533029A CN201510004697.4A CN201510004697A CN104533029A CN 104533029 A CN104533029 A CN 104533029A CN 201510004697 A CN201510004697 A CN 201510004697A CN 104533029 A CN104533029 A CN 104533029A
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- 238000010276 construction Methods 0.000 title claims abstract description 24
- 238000005516 engineering process Methods 0.000 title abstract description 7
- 239000000463 material Substances 0.000 claims abstract description 46
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 37
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 26
- 230000002787 reinforcement Effects 0.000 claims description 25
- 238000000926 separation method Methods 0.000 claims description 20
- 239000004570 mortar (masonry) Substances 0.000 claims description 19
- 239000004567 concrete Substances 0.000 claims description 18
- 238000004078 waterproofing Methods 0.000 claims description 18
- 229920000642 polymer Polymers 0.000 claims description 16
- 229910000831 Steel Inorganic materials 0.000 claims description 14
- 238000000034 method Methods 0.000 claims description 14
- 239000010959 steel Substances 0.000 claims description 14
- 238000009413 insulation Methods 0.000 claims description 11
- 239000002674 ointment Substances 0.000 claims description 8
- 240000000491 Corchorus aestuans Species 0.000 claims description 6
- 235000011777 Corchorus aestuans Nutrition 0.000 claims description 6
- 235000010862 Corchorus capsularis Nutrition 0.000 claims description 6
- 230000006835 compression Effects 0.000 claims description 6
- 238000007906 compression Methods 0.000 claims description 6
- 238000012856 packing Methods 0.000 claims description 6
- 229920006389 polyphenyl polymer Polymers 0.000 claims description 6
- 239000011810 insulating material Substances 0.000 claims description 5
- 238000005422 blasting Methods 0.000 claims description 3
- 239000003795 chemical substances by application Substances 0.000 claims description 3
- 239000011248 coating agent Substances 0.000 claims description 3
- 238000000576 coating method Methods 0.000 claims description 3
- 238000007689 inspection Methods 0.000 claims description 3
- 230000000903 blocking effect Effects 0.000 claims description 2
- 239000010410 layer Substances 0.000 description 122
- 230000000977 initiatory effect Effects 0.000 description 5
- 230000000694 effects Effects 0.000 description 3
- 235000004431 Linum usitatissimum Nutrition 0.000 description 2
- 238000005336 cracking Methods 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 239000004831 Hot glue Substances 0.000 description 1
- 241000208202 Linaceae Species 0.000 description 1
- 240000006240 Linum usitatissimum Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005465 channeling Effects 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000009490 roller compaction Methods 0.000 description 1
- 238000012163 sequencing technique Methods 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
- 238000010792 warming Methods 0.000 description 1
Landscapes
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Abstract
The invention discloses a roof construction technology with a self-slope-finding structure. The technology includes the following steps that S10, a reinforced concrete roof panel is formed at a time, the upper portion of the reinforced concrete roof panel is the self-slope-finding structure, the self-slope-finding structure comprises a roof slope finding layer and a gutter slope finding layer, the roof slope finding layer inclines towards the gutter slope finding layer, the gutter slope finding layer inclines towards rainwater pipes, and rainwater falling onto a roof can flow to the surface of the gutter slope finding layer from the surface of the roof slope finding layer and then flow to the rainwater pipes from the surface of the gutter slope finding layer; S20, water closing treatment is conducted on the reinforced concrete roof panel, and the water closing treatment specifically includes the steps that openings of all the rainwater pipes are plugged, water is injected to the roof slope finding layer, the depth of water is 30 mm higher than the highest point of the roof slope finding layer, water closing treatment is conducted for 24 hours, whether water leaks from the lower face or not is checked, and if water leaks, a leakage point is plugged through a lost circulation material. According to the roof construction technology, the slope finding gradient is small and the water drainage performance and the waterproof performance of the roof are good after construction. The invention further discloses the roof.
Description
Technical field
The present invention relates to building field, particularly relate to a kind of have structure suffer from one's own actions the roofing on slope construction technology and there is the roofing that structure suffers from one's own actions slope.
Background technology
For alleviating roofing deadweight, reducing construction costs, improving prefabricated roof assembling degree, present house generally adopts reinforced concrete flat roof, the prefabricated circular hole roof panel of the many employings of roof panel and cast-in-situ steel reinforced concrete roof panel etc.Flat roof deck cost is lower, easy construction, simple structure, tailored appearance, is applicable to the architectural plane of various shape and size, and current this kind of roofing is most widely used.Flat roof deck looks for slope to be build certain gentle slope according to the drainage direction of Roof Design on flat roof structure, to dredge organized for rain water on roof in the storm-water system in building and city.General flat roof deck look for the slope gradient below 10%, but existing roof slope making is in order to reach good drainage performance, looks for the slope gradient larger, cause sloping layer blocked up, cause roof load excessive, unfavorable to structure, there is potential safety hazard, and existing roof waterproof performance is good not.
Summary of the invention
The object of the invention is to provide a kind ofly has the roofing construction technique that structure suffers from one's own actions slope, looks for the slope gradient little, and the roofing after construction can be made to have good drainage performance and water resistance.
Technical solution problem of the present invention adopts following technical scheme: a kind of have the roofing construction technique that structure suffers from one's own actions slope, comprises the following steps:
S10, once form reinforced concrete roof board, the top of described reinforced concrete roof board is that structure suffers from one's own actions slope, described structure is suffered from one's own actions slope and is comprised roof slope making layer and gutter sloping layer, described roof slope making layer tilts to gutter sloping layer, described gutter sloping layer tilts to rain pipe, the rainwater dropped on roofing can flow into the surface of gutter sloping layer from the surface of roof slope making layer, then flow in rain pipe by the surface of gutter sloping layer;
S20, water treatment is closed to reinforced concrete roof board, close water treatment and be specially the blocking of all rainwater mouths of pipe, water filling on sloping layer, the depth of water is than sloping layer peak height 30mm, closing water 24 hours, whether leak below inspection, as leaked, using loss circulation material shutoff leak source.
Optionally, the gradient of described roof slope making layer is 2%, and the gradient of gutter sloping layer is 1%.
Optionally, described reinforced concrete roof board is made up of concrete and steel mesh reinforcement, steel mesh reinforcement is positioned at concrete, steel mesh reinforcement is divided into plate top reinforced mesh and reinforcement mesh sheet, reinforcement mesh sheet is positioned at below the reinforced mesh of plate top, reinforcement mesh sheet is horizontally disposed with, the plate top reinforced mesh at roof slope making layer place has the gradient of 2%, the plate top reinforced mesh at gutter sloping layer place has the gradient of 1%, the described plate top reinforced mesh at roof slope making layer place and the plate top reinforced mesh oblique at gutter sloping layer place.
Optionally, also comprise the following steps, S30, to roof slope making layer surface and gutter sloping layer surface carry out Shot Blasting;
S40, roof slope making layer surface and gutter sloping layer external coating blackbase inorganic agent;
S50, laying 3+3 millimeters thick SBS modified bituminous pitch coiled material waterproofing course;
S60, on SBS modified bituminous pitch coiled material waterproofing course, lay XPS heat insulating material;
S70, on XPS heat insulating material, lay the plastic sheeting separation layer of 0.4 millimeters thick;
S80, on plastic sheeting separation layer, lay the pea gravel concreten layer of 40 millimeters thick.
Optionally, the resistance to compression grade of the pea gravel concreten in described step S80 is C20, and pea gravel concreten layer establishes the dividing joint of 6m × 6m, stitches wide 25 millimeters, under-filled polyphenyl plate in seam, seam internal upper part pitch ointment jute packing.
Optionally, the two-way cold-drawn bar mesh sheet that diameter is 4 millimeters, spacing is 250 millimeters is joined in described step S80 in pea gravel concreten.
Optionally, originally have that roofing construction technique that structure suffers from one's own actions slope also comprises step S90, the clinker tile polymer mortar of laying 20 millimeters thick at pea gravel concreten layer is pasted.
Present invention also offers and a kind of there is the roofing that structure suffers from one's own actions slope, comprise reinforced concrete roof board, SBS modified bituminous pitch coiled material waterproofing course, XPS insulation layer, plastic sheeting separation layer, pea gravel concreten layer, described reinforced concrete roof board top is that structure suffers from one's own actions slope, structure is suffered from one's own actions slope and is comprised roof slope making layer and gutter sloping layer, described roof slope making layer tilts to gutter sloping layer, described gutter sloping layer tilts to rain pipe, the gradient of roof slope making layer is 2%, the gradient of gutter sloping layer is 1%, described SBS modified bituminous pitch coiled material waterproofing course is laid on sloping layer, described XPS insulation layer is laid on SBS modified bituminous pitch coiled material waterproofing course, described plastic sheeting separation layer is laid on XPS insulation layer, described pea gravel concreten layer is laid on plastic sheeting separation layer.
Optionally, the thickness of described plastic sheeting separation layer is 0.4 millimeter, the resistance to compression grade of the pea gravel concreten of described pea gravel concreten layer is C20, thickness is 40 millimeters, pea gravel concreten layer establishes the dividing joint of 6m × 6m, stitch wide 25 millimeters, under-filled in seam have polyphenyl plate, seam internal upper part pitch ointment jute packing.
Optionally, originally have the roofing that structure suffers from one's own actions slope and also comprise polymer mortar adhered layer, described polymer mortar adhered layer is laid on pea gravel concreten layer, and polymer mortar adhered layer is that the clinker tile polymer mortar of 20 millimeters thick is pasted.
The present invention has following beneficial effect: the present invention is by adopting sky ditch water discharge, what effectively reduce roof slope making layer looks for the slope gradient, concrete quantity is used to reduce, roofing deadweight is little, drainage effect is better, and by closing water treatment to reinforced concrete roof board, make roofing have good water resistance.
Wherein the gradient of gutter sloping layer is set to 1%, the gradient of roof slope making layer is set to 2%, concrete quantity is used to reduce, roofing deadweight is little, drainage effect is better, and by laying sloping layer, SBS modified bituminous pitch coiled material waterproofing course, XPS insulation layer, plastic sheeting separation layer and pea gravel concreten layer successively, the water resistance of roofing can be ensured further.
Accompanying drawing explanation
To be that the present invention is a kind of have the cross-sectional view that structure suffers from one's own actions the roofing on slope to Fig. 1;
To be that the present invention is a kind of have the structural representation that in sloping layer that structure suffers from one's own actions the roofing on slope, steel mesh reinforcement is arranged to Fig. 2;
To be that the present invention is a kind of have the structural representation that structure suffers from one's own actions the roofing on slope to Fig. 3;
In figure, mark is illustrated as: 11-roof slope making layer; 12-gutter sloping layer; 13-plate top reinforced mesh; 14-reinforcement mesh sheet; 20-SBS modified bituminous pitch coiled material waterproofing course; 30-XPS insulation layer; 40-plastic sheeting separation layer; 60-pea gravel concreten layer; 70-reinforced concrete roof board; 80-polymer mortar adhered layer.
Detailed description of the invention
Below in conjunction with embodiment and accompanying drawing, technical scheme of the present invention is further elaborated.
Embodiment 1
Present embodiments provide and a kind of there is the roofing construction technique that structure suffers from one's own actions slope, comprise the following steps:
S10, once form reinforced concrete roof board.The top of reinforced concrete roof board is that structure suffers from one's own actions slope, structure is suffered from one's own actions slope and is comprised roof slope making layer and gutter sloping layer, roof slope making layer tilts to gutter sloping layer, gutter sloping layer tilts to rain pipe, the rainwater dropped on roofing can flow into the surface of gutter sloping layer from the surface of roof slope making layer, then flow in rain pipe by the surface of gutter sloping layer;
S20, water treatment is closed to reinforced concrete roof board, close water treatment to be specially all rainwater mouths of pipe are blocked, water filling on sloping layer, the depth of water is than sloping layer peak height 30mm, close water 24 hours, whether leaking below inspection, as leaked, using loss circulation material shutoff leak source, loss circulation material can select leak stopping precious.
Preferably, the gradient of roof slope making layer is 2%, and the gradient of gutter sloping layer is 1%.
Preferably, reinforced concrete roof board is made up of concrete and steel mesh reinforcement, steel mesh reinforcement is positioned at concrete, steel mesh reinforcement is divided into plate top reinforced mesh and reinforcement mesh sheet, reinforcement mesh sheet is positioned at below the reinforced mesh of plate top, and reinforcement mesh sheet is horizontally disposed with, and the plate top reinforced mesh at roof slope making layer place has the gradient of 2%, the plate top reinforced mesh at gutter sloping layer place has the gradient of 1%, the described plate top reinforced mesh at roof slope making layer place and the plate top reinforced mesh oblique at gutter sloping layer place.
Preferably, this construction technology also comprises the following steps: S30, carries out Shot Blasting to roof slope making layer surface and gutter sloping layer surface;
S40, roof slope making layer surface and gutter sloping layer external coating blackbase inorganic agent;
S50, laying 3+3 millimeters thick SBS modified bituminous pitch coiled material waterproofing course;
The paving of initiating terminal coiled material: coiled material is placed in original position, to well long and short direction overlapping the slot, roll material about the 1000mm that opens a book, raise the part launched, unlatching spray gun is lighted a fire, lance head and coiled material keep 50-100mm distance, be 30 °-45° angle with basic unit, flame is aimed at coiled material and basic unit junction, heat PUR face, coiled material bottom surface and basic unit simultaneously, there is black glossy, shinny extremely slightly microvesicle appearance to hot melt adhesive layer, slowly put down coiled material tiling basic unit, then carry out steam discharge roll-in and coiled material and basic unit are bondd firmly.When pawnshop is labelled to remaining about 300mm length, is turned over and be placed on insulating board, after heating remaining initiating terminal basic unit with flame, then heat coiled material initiating terminal remaining part, be then pasted on basic unit.Large area can be carried out after the paving of coiled material initiating terminal completes and roll paving.Armed people is positioned at the front that coiled material rolls paving, heats coiled material and basic unit as stated above simultaneously, pushes away and rolls coiled material people crouching on the coiled material initiating terminal completed, slowly push coiled material, and note the smooth straight of coiled material and overlapping the slot width at any time after waiting coiled material fully to heat.Thereafter smear writing that surpasses all the others material with roller from centre to both sides immediately following a people, drive bubble out of, and with scraper, the PUR of spilling is scraped seam limit.Another people uses roller compaction coiled material, makes it to paste closely knit with basic unit.
S60, on SBS modified bituminous pitch coiled material waterproofing course, lay XPS warming plate;
S70, on XPS heat insulating material, lay the plastic sheeting separation layer of 0.4 millimeters thick;
S80, on plastic sheeting separation layer, lay the pea gravel concreten layer of 40 millimeters thick.The resistance to compression grade of pea gravel concreten is C20, and pea gravel concreten layer establishes the dividing joint of 6m × 6m, stitches wide 25 millimeters, under-filled polyphenyl plate in seam, seam internal upper part pitch ointment jute packing.Flax silk is dipped in pitch ointment and makes by pitch ointment flax silk.The two-way cold-drawn bar mesh sheet that diameter is 4 millimeters, spacing is 250 millimeters is joined in pea gravel concreten.
S90, the clinker tile polymer mortar laying 20 millimeters thick at pea gravel concreten layer are pasted.
The present invention is a kind of has the roofing construction technique that structure suffers from one's own actions slope, and adopt sky ditch water discharge, concrete thickness is little, and use concrete quantity few, roofing deadweight is little, and drainage effect is good.Owing to using mortar strength low in prior art, easily cracking, hollowing, as bonded to mortar surface, basic unit is loosely, bonding also with regard to loosely, now adopts concrete to ftracture by hollowing, concrete directly and waterproof roll bonding, therefore structural plane and waterproof roll firmly bonding.Concrete structure surface and coiled material are directly bonding, concrete non-series-water, the completely sticky also non-series-water of coiled material, leak source position is directly keeped in repair, as comprised mortar with other material, owing to having space or cracking, water is channeling water inside leveling layer, leak source and leak location different, therefore the present invention construction roofing then easily find maintenance breakthrough if any breakthrough, easy to maintenance, make the roofing after construction have good water resistance.
Embodiment 2
Present embodiments provide and a kind of there is the roofing that structure suffers from one's own actions slope, as shown in Figure 1, reinforced concrete roof board 70, SBS modified bituminous pitch coiled material waterproofing course 20, XPS insulation layer 30, plastic sheeting separation layer 40, pea gravel concreten layer 60 and polymer mortar adhered layer 80 is comprised.Reinforced concrete roof board 70 top is that structure suffers from one's own actions slope, structure is suffered from one's own actions slope and is comprised roof slope making layer and gutter sloping layer, roof slope making layer tilts to gutter sloping layer, described gutter sloping layer tilts to rain pipe, shown in composition graphs 3, the gradient of roof slope making layer 11 is 2%, and the gradient of gutter sloping layer 12 is the incline direction that the direction of arrow in 1%, Fig. 3 represents roof slope making layer and gutter sloping layer.Shown in composition graphs 2, roof slope making layer 11 tilts to gutter sloping layer 12 direction, dredges in gutter by organized for rain water on roof, is then imported in rain pipe by gutter and discharges.The thickness of roof slope making layer and gutter sloping layer thinnest part is 30 millimeters.As shown in Figure 2, reinforced concrete roof board 70 is made up of concrete and steel mesh reinforcement, the preferred water-tight concrete of concrete.Steel mesh reinforcement is positioned at concrete, steel mesh reinforcement is divided into plate top reinforced mesh 13 and reinforcement mesh sheet 14, reinforcement mesh sheet 13 is positioned at below plate top reinforced mesh 14, reinforcement mesh sheet is horizontally disposed with, the plate top reinforced mesh at roof slope making layer place has the gradient of 2%, the plate top reinforced mesh at gutter sloping layer place has the gradient of 1%, the plate top reinforced mesh at roof slope making layer place and the plate top reinforced mesh oblique at gutter sloping layer place.
SBS modified bituminous pitch coiled material waterproofing course 20 is laid on structure and suffers from one's own actions on slope, and SBS modified bituminous pitch coiled material waterproofing course 20 is laid by 3+3 millimeters thick SBS modified bituminous pitch coiled material and formed.XPS insulation layer 30 is laid on SBS modified bituminous pitch coiled material waterproofing course 20, be laid on XPS insulation layer 30 for described plastic sheeting separation layer 40 in the present embodiment, pea gravel concreten layer 60 is laid on plastic sheeting separation layer 40, polymer mortar adhered layer 80 is laid on pea gravel concreten layer 60, and polymer mortar adhered layer 80 is that the clinker tile polymer mortar of 20 millimeters thick is pasted.
In the present embodiment, the thickness of plastic sheeting separation layer 40 is 0.4 millimeter, the resistance to compression grade of the pea gravel concreten of pea gravel concreten layer 60 is C20, thickness is 40 millimeters, pea gravel concreten layer establishes the dividing joint of 6m × 6m, stitch wide 25 millimeters, under-filled in seam have polyphenyl plate, seam internal upper part pitch ointment jute packing.
The sequencing of above embodiment, only for ease of describing, does not represent the quality of embodiment.
Last it is noted that above embodiment is only in order to illustrate technical scheme of the present invention, be not intended to limit; Although with reference to previous embodiment to invention has been detailed description, those of ordinary skill in the art is to be understood that: it still can be modified to the technical scheme described in foregoing embodiments, or carries out equivalent replacement to wherein portion of techniques feature; And these amendments or replacement, do not make the essence of appropriate technical solution depart from the spirit and scope of various embodiments of the present invention technical scheme.
Claims (10)
1. there is the roofing construction technique that structure suffers from one's own actions slope, it is characterized in that, comprise the following steps:
S10, once form reinforced concrete roof board, the top of described reinforced concrete roof board is that structure suffers from one's own actions slope, described structure is suffered from one's own actions slope and is comprised roof slope making layer and gutter sloping layer, described roof slope making layer tilts to gutter sloping layer, described gutter sloping layer tilts to rain pipe, the rainwater dropped on roofing can flow into the surface of gutter sloping layer from the surface of roof slope making layer, then flow in rain pipe by the surface of gutter sloping layer;
S20, water treatment is closed to reinforced concrete roof board, close water treatment and be specially the blocking of all rainwater mouths of pipe, water filling on sloping layer, the depth of water is than sloping layer peak height 30mm, closing water 24 hours, whether leak below inspection, as leaked, using loss circulation material shutoff leak source.
2. according to claim 1 a kind ofly have the roofing construction technique that structure suffers from one's own actions slope, and it is characterized in that, the gradient of described roof slope making layer is 2%, and the gradient of gutter sloping layer is 1%.
3. according to claim 2 a kind ofly have the roofing construction technique that structure suffers from one's own actions slope, it is characterized in that, described reinforced concrete roof board is made up of concrete and steel mesh reinforcement, steel mesh reinforcement is positioned at concrete, steel mesh reinforcement is divided into plate top reinforced mesh and reinforcement mesh sheet, reinforcement mesh sheet is positioned at below the reinforced mesh of plate top, reinforcement mesh sheet is horizontally disposed with, the plate top reinforced mesh at roof slope making layer place has the gradient of 2%, the plate top reinforced mesh at gutter sloping layer place has the gradient of 1%, the plate top reinforced mesh at described roof slope making layer place and the plate top reinforced mesh oblique at gutter sloping layer place.
4. according to claim 3 a kind ofly have the roofing construction technique that structure suffers from one's own actions slope, it is characterized in that, also comprise the following steps:
S30, to roof slope making layer surface and gutter sloping layer surface carry out Shot Blasting;
S40, roof slope making layer surface and gutter sloping layer external coating blackbase inorganic agent;
S50, laying 3+3 millimeters thick SBS modified bituminous pitch coiled material waterproofing course;
S60, on SBS modified bituminous pitch coiled material waterproofing course, lay XPS heat insulating material;
S70, on XPS heat insulating material, lay the plastic sheeting separation layer of 0.4 millimeters thick;
S80, on plastic sheeting separation layer, lay the pea gravel concreten layer of 40 millimeters thick.
5. according to claim 4 a kind ofly have the roofing construction technique that structure suffers from one's own actions slope, it is characterized in that, the resistance to compression grade of the pea gravel concreten in described step S80 is C20, pea gravel concreten layer establishes the dividing joint of 6 meters × 6 meters, stitch wide 25 millimeters, under-filled polyphenyl plate in seam, seam internal upper part pitch ointment jute packing.
6. according to claim 5 a kind ofly have the roofing construction technique that structure suffers from one's own actions slope, it is characterized in that, join the two-way cold-drawn bar mesh sheet that diameter is 4 millimeters, spacing is 250 millimeters in described step S80 in pea gravel concreten.
7. according to claim 6 a kind ofly have the roofing construction technique that structure suffers from one's own actions slope, it is characterized in that, the clinker tile polymer mortar also comprise step S90, laying 20 millimeters thick at pea gravel concreten layer is pasted.
8. one kind has the roofing that structure suffers from one's own actions slope, it is characterized in that, comprise reinforced concrete roof board (70), SBS modified bituminous pitch coiled material waterproofing course (20), XPS insulation layer (30), plastic sheeting separation layer (40) and pea gravel concreten layer (60), described reinforced concrete roof board (70) top is that structure suffers from one's own actions slope, structure is suffered from one's own actions slope and is comprised roof slope making layer and gutter sloping layer, described roof slope making layer tilts to gutter sloping layer, described gutter sloping layer tilts to rain pipe, the gradient of roof slope making layer is 2%, the gradient of gutter sloping layer is 1%, described SBS modified bituminous pitch coiled material waterproofing course (20) is laid on structure and suffers from one's own actions on slope, described XPS insulation layer (30) is laid on SBS modified bituminous pitch coiled material waterproofing course (20), described plastic sheeting separation layer (40) is laid on XPS insulation layer (30), described pea gravel concreten layer (60) is laid on plastic sheeting separation layer (40).
9. according to claim 8 a kind ofly have the roofing that structure suffers from one's own actions slope, it is characterized in that, the thickness of described plastic sheeting separation layer (40) is 0.4 millimeter, the resistance to compression grade of the pea gravel concreten of described pea gravel concreten layer (60) is C20, thickness is 40 millimeters, and pea gravel concreten layer establishes the dividing joint of 6m × 6m, stitches wide 25 millimeters, under-filled in seam have polyphenyl plate, seam internal upper part pitch ointment jute packing.
10. according to claim 9 a kind ofly have the roofing that structure suffers from one's own actions slope, it is characterized in that, also comprise polymer mortar adhered layer (80), described polymer mortar adhered layer (80) is laid on pea gravel concreten layer (60), and polymer mortar adhered layer (80) is that the clinker tile polymer mortar of 20 millimeters thick is pasted.
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| CN201510004697.4A CN104533029A (en) | 2015-01-06 | 2015-01-06 | Roof construction technology with self-slope-finding structure and roof |
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| CN201510004697.4A CN104533029A (en) | 2015-01-06 | 2015-01-06 | Roof construction technology with self-slope-finding structure and roof |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN107190982A (en) * | 2017-06-02 | 2017-09-22 | 康博达节能科技有限公司 | A kind of energy saving and environment friendly ventilating heat-proof pitched roof construction method |
| CN111058576A (en) * | 2019-10-24 | 2020-04-24 | 中天西北建设投资集团有限公司 | Construction method of assembled roof |
| CN111456333A (en) * | 2020-04-22 | 2020-07-28 | 四川省商业建设有限责任公司 | Construction process of small green tile roof with wood base layer |
| CN111927008A (en) * | 2020-07-31 | 2020-11-13 | 中国建筑第四工程局有限公司 | Construction method of roof playground |
| CN113846808A (en) * | 2021-10-22 | 2021-12-28 | 方涛 | Roof slope finding structure and construction process thereof |
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| 张蒙主编, 中国铁道出版社 * |
| 杨帆等著: "《西部生态城镇与绿色建筑研究论文集》", 30 September 2014, 西南交通大学出版社 * |
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| CN107190982A (en) * | 2017-06-02 | 2017-09-22 | 康博达节能科技有限公司 | A kind of energy saving and environment friendly ventilating heat-proof pitched roof construction method |
| CN111058576A (en) * | 2019-10-24 | 2020-04-24 | 中天西北建设投资集团有限公司 | Construction method of assembled roof |
| CN111456333A (en) * | 2020-04-22 | 2020-07-28 | 四川省商业建设有限责任公司 | Construction process of small green tile roof with wood base layer |
| CN111927008A (en) * | 2020-07-31 | 2020-11-13 | 中国建筑第四工程局有限公司 | Construction method of roof playground |
| CN113846808A (en) * | 2021-10-22 | 2021-12-28 | 方涛 | Roof slope finding structure and construction process thereof |
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