CN113006388A - Inverted overhead facing brick roof concealed-buried exhaust pipeline invisible structure and construction method thereof - Google Patents
Inverted overhead facing brick roof concealed-buried exhaust pipeline invisible structure and construction method thereof Download PDFInfo
- Publication number
- CN113006388A CN113006388A CN202110238089.5A CN202110238089A CN113006388A CN 113006388 A CN113006388 A CN 113006388A CN 202110238089 A CN202110238089 A CN 202110238089A CN 113006388 A CN113006388 A CN 113006388A
- Authority
- CN
- China
- Prior art keywords
- layer
- pipe
- exhaust
- thick
- concrete
- 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.)
- Granted
Links
- 238000010276 construction Methods 0.000 title claims abstract description 81
- 239000011449 brick Substances 0.000 title claims abstract description 16
- 239000004567 concrete Substances 0.000 claims abstract description 70
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 57
- 238000000576 coating method Methods 0.000 claims abstract description 52
- 239000011248 coating agent Substances 0.000 claims abstract description 50
- 239000010426 asphalt Substances 0.000 claims abstract description 48
- 229920000642 polymer Polymers 0.000 claims abstract description 36
- 239000000463 material Substances 0.000 claims abstract description 32
- 239000004575 stone Substances 0.000 claims abstract description 23
- 239000011083 cement mortar Substances 0.000 claims abstract description 17
- 238000009413 insulation Methods 0.000 claims abstract description 17
- 239000004795 extruded polystyrene foam Substances 0.000 claims abstract description 14
- 239000004744 fabric Substances 0.000 claims abstract description 12
- 239000000835 fiber Substances 0.000 claims abstract description 12
- 239000004033 plastic Substances 0.000 claims abstract description 11
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 11
- 239000000853 adhesive Substances 0.000 claims abstract description 8
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 3
- 239000010410 layer Substances 0.000 claims description 129
- 238000005507 spraying Methods 0.000 claims description 29
- 229910001220 stainless steel Inorganic materials 0.000 claims description 13
- 239000010935 stainless steel Substances 0.000 claims description 13
- 239000004568 cement Substances 0.000 claims description 12
- 230000001681 protective effect Effects 0.000 claims description 11
- 239000004570 mortar (masonry) Substances 0.000 claims description 10
- 238000003780 insertion Methods 0.000 claims description 9
- 230000037431 insertion Effects 0.000 claims description 9
- 238000002955 isolation Methods 0.000 claims description 8
- 239000011468 face brick Substances 0.000 claims description 7
- 239000011241 protective layer Substances 0.000 claims description 7
- 150000002576 ketones Chemical class 0.000 claims description 6
- 238000012423 maintenance Methods 0.000 claims description 6
- 238000005096 rolling process Methods 0.000 claims description 6
- 238000007790 scraping Methods 0.000 claims description 6
- 238000003892 spreading Methods 0.000 claims description 6
- 230000007480 spreading Effects 0.000 claims description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 239000000428 dust Substances 0.000 claims description 5
- 239000003973 paint Substances 0.000 claims description 5
- 238000000926 separation method Methods 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 238000004078 waterproofing Methods 0.000 claims description 5
- 238000013461 design Methods 0.000 claims description 4
- 239000002002 slurry Substances 0.000 claims description 4
- 239000004793 Polystyrene Substances 0.000 claims description 3
- 238000004891 communication Methods 0.000 claims description 3
- 238000005056 compaction Methods 0.000 claims description 3
- 238000005336 cracking Methods 0.000 claims description 3
- 239000011888 foil Substances 0.000 claims description 3
- 239000003292 glue Substances 0.000 claims description 3
- 238000010438 heat treatment Methods 0.000 claims description 3
- 238000000691 measurement method Methods 0.000 claims description 3
- 229920002223 polystyrene Polymers 0.000 claims description 3
- 239000000758 substrate Substances 0.000 claims description 3
- 239000002344 surface layer Substances 0.000 claims description 3
- 230000001070 adhesive effect Effects 0.000 claims description 2
- 239000012528 membrane Substances 0.000 claims description 2
- 239000000203 mixture Substances 0.000 claims description 2
- 230000001680 brushing effect Effects 0.000 claims 1
- 238000004140 cleaning Methods 0.000 claims 1
- 230000001502 supplementing effect Effects 0.000 claims 1
- 230000036961 partial effect Effects 0.000 abstract description 2
- 230000006872 improvement Effects 0.000 description 9
- 238000004321 preservation Methods 0.000 description 9
- 238000000034 method Methods 0.000 description 7
- 238000005034 decoration Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 5
- 238000004519 manufacturing process Methods 0.000 description 5
- 239000002585 base Substances 0.000 description 4
- 239000000945 filler Substances 0.000 description 4
- 239000003513 alkali Substances 0.000 description 3
- 238000005553 drilling Methods 0.000 description 3
- 239000000565 sealant Substances 0.000 description 3
- 238000007789 sealing Methods 0.000 description 3
- 241000233805 Phoenix Species 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 208000034189 Sclerosis Diseases 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 2
- 230000008901 benefit Effects 0.000 description 2
- 230000008602 contraction Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000005259 measurement Methods 0.000 description 2
- 238000005498 polishing Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 238000012545 processing Methods 0.000 description 2
- 230000002829 reductive effect Effects 0.000 description 2
- 230000002441 reversible effect Effects 0.000 description 2
- 235000014612 sandwich biscuits Nutrition 0.000 description 2
- 238000007711 solidification Methods 0.000 description 2
- 230000008023 solidification Effects 0.000 description 2
- 238000010009 beating Methods 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000001704 evaporation Methods 0.000 description 1
- 230000008020 evaporation Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 239000002346 layers by function Substances 0.000 description 1
- 230000000670 limiting effect Effects 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 230000009182 swimming Effects 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
- 238000013022 venting Methods 0.000 description 1
Images
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
- E04D13/17—Ventilation of roof coverings not otherwise provided for
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D11/00—Roof covering, as far as not restricted to features covered by only one of groups E04D1/00 - E04D9/00; Roof covering in ways not provided for by groups E04D1/00 - E04D9/00, e.g. built-up roofs, elevated load-supporting roof coverings
- E04D11/02—Build-up roofs, i.e. consisting of two or more layers bonded together in situ, at least one of the layers being of watertight composition
-
- 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
- E04D13/14—Junctions of roof sheathings to chimneys or other parts extending above the roof
- E04D13/143—Junctions of roof sheathings to chimneys or other parts extending above the roof with ventilating means in junctions of roof sheathings to parts extending above the roof
-
- 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
- E04D13/17—Ventilation of roof coverings not otherwise provided for
- E04D13/172—Roof insulating material with provisions for or being arranged for permitting ventilation of the roof covering
-
- 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
- E04D13/17—Ventilation of roof coverings not otherwise provided for
- E04D13/174—Ventilation of roof coverings not otherwise provided for on the ridge of the roof
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
The invention discloses an inverted overhead facing brick roofing concealed burying exhaust duct invisible structure and a construction method thereof, which comprises a reinforced concrete roofing with a reinforced structure, a non-curing rubber asphalt waterproof coating and a self-adhesive tyre-free high polymer modified asphalt waterproof coiled material with the thickness of 1.5mm, wherein the reinforced concrete roofing is sequentially arranged from a bottom layer to a roof top layer, and the thickness of the reinforced concrete roofing is 20: 3 a cement mortar leveling layer, a point-bonded 60-thick extruded polystyrene foam plastic plate for heat insulation, LC5.0 lightweight aggregate concrete with the thinnest of 30, a layer of fully-paved non-woven fiber cloth,Reinforcing mesh, 50-thick C20 fine stone concrete leveling layer, one layer of roll-coated waterproof polymer, 8-10-thick decorative surface anti-skid floor tile, oval PVC gas collection and flow guide pipe and exhaustThe oval PVC gas collection guide pipe is horizontally arranged between the cement mortar leveling layer and the non-woven fiber cloth. The invention has smooth exhaust without blockage, can quickly guide and discharge water stains seeped from the construction layer above the partial heat-insulating layer and condensed water in the heat-insulating layer in time, has low comprehensive construction cost and prolongs the service life of the roof.
Description
Technical Field
The invention relates to a construction method for high-quality drainage and water prevention of a roof and long-term and efficient removal of water vapor in a slope layer and a heat insulation layer, in particular to an inverted type hidden structure of a hidden buried exhaust pipeline of a roof with a face brick and a construction method thereof.
Background
In the construction of roofing subsection, the roof finish coat often appears and leads to encircleing, delaminating because of heat preservation atmospheric pressure, and the waterproof layer leads to the damage inefficacy because of the design sets up unreasonable long-time expend with heat and contract with cold or the comdenstion water is soaked, causes the roofing seepage. Generally, in the sequential waterproof construction, water is prevented from being filled on the heat insulation layer, water stains leaked from the decorative layer and condensed water of the heat insulation layer cannot be discharged, and the roof leakage is caused under the condition that the plate surface is cracked due to uneven settlement and stress concentration of the structure, and particularly, the ultrahigh roof structure cannot be maintained or has huge maintenance cost; meanwhile, the exhaust passage is generally perforated in a plum blossom shape, is densely wrapped by pipes or is bricked, is easy to block and lose efficacy after a long time, has many unscientific and unreasonable places, and has complicated manufacturing process, high manufacturing cost and incapability of ensuring quality. Known roof drainage and venting systems therefore suffer from the inconveniences and problems described above.
Disclosure of Invention
The invention aims to provide an inverted concealed exhaust pipeline structure of a roof with overhead facing bricks, which can exhaust air smoothly and is not blocked by a waterproof layer, a leveling layer, a heat preservation layer and gas in the decoration layer for a longer time, can quickly guide water stains seeped from a construction layer above part of the heat preservation layer and condensed water generated in the heat preservation layer due to temperature difference in time, and can prevent the cracking of the decoration layer due to expansion caused by heat and contraction caused by cold and the pressure of gas by virtue of a pre-concealed exhaust pipe and a pre-concealed floor drain.
The invention also aims to provide an inverted type hidden construction method for the hidden buried exhaust pipeline of the roof with the face brick, which adopts multifunctional layer slope adjustment and inverted type waterproof construction, reasonably arranges a diversion air-bleed pipe, an exhaust hole and a hidden floor drain so as to timely remove water stains on a decorative layer, water vapor in a leveling layer and a heat-insulating layer, cuts a PVC gas-collecting flow-guiding pipe into a pipe with the pipe diameter of 1/4, and reversely buckles the rest 3/4 arch, so that the stress is better, the space is larger, and the channel cannot be blocked due to the alkali setting and solidification of the heat-insulating layer, so that the water under the rigid concrete hardening layer cannot evaporate due to high temperature, the decorative layer of the roof is jacked up, and the decorative layer is damaged.
In order to achieve the purpose, the technical solution of the invention is as follows: the utility model provides an invisible structure of exhaust duct is buried secretly to inversion formula people's facing brick roofing, includes: the accessible roofing hierarchy structure is from the bottom toward the roofing top layer in proper order: the reinforced concrete roof is coated with non-cured rubber asphalt waterproof coating and self-adhered 1.5 mm-thick tyre-free high polymer modified asphalt waterproof coiled material, and the thickness of the coiled material is 20: 3 waterLeveling a layer with mortar, measuring, paying off and positioning, embedding a cut elliptical PVC gas collection flow guide pipe in a concealed manner, intersecting a plurality of elliptical PVC gas collection flow guide pipes according to a typesetting drawing to form an elliptical PVC gas collection flow guide pipe network, communicating the elliptical PVC gas collection flow guide pipe network with the bottom end of a reserved vertical exhaust vertical pipe through a PVC communication elbow, vertically arranging the exhaust vertical pipe and the elliptical PVC gas collection flow guide pipe, fixing the exhaust vertical pipe by adopting C20 fine stone concrete, positioning the top end of the exhaust vertical pipe on the outer surface of a decorative layer, and nesting and connecting by adopting a special T-shaped stainless steel protective pipe; secretly bury water conservancy diversion exhaust duct and include oval PVC gas collection honeycomb duct and exhaust riser, wherein oval PVC gas collection honeycomb duct level sets up 1 at 20 thick: 3 a cement mortar leveling layer and a layer of non-woven fiber cloth (an isolation layer); point-bonded 60-thick extruded polystyrene foam board for thermal insulation (type X350) (flammability class B1); finding a slope by 2% with the thinnest 30 thick LC5.0 lightweight aggregate concrete; a layer of non-woven fiber cloth (an isolating layer) is fully paved; 50-thick C20 fine stone concrete leveling layer, which is internally matched for ensuring the quality of the facingReinforcing steel bar meshes, arranging expansion joints in different bins, pouring a square concrete pier shape by an exhaust vertical pipe formwork, and adopting C20 fine stone concrete for pouring, vibrating, compacting and fixing; roll-coating a waterproof polymer coating; spreading plain cement surface (spraying proper amount of clear water), laying 8-10 thick facing anti-skid floor tiles, leveling, and filling with cement slurry or special filling agent or ketone sealant.
As an improvement of the technical scheme, the oval PVC gas collection guide pipe is horizontally arranged in a longitudinal and transverse mode at a distance of 6m, and the area of the roof is not more than 36m21 exhaust port was provided.
As an improvement of the technical scheme, the oval PVC gas collection flow guide pipe and the exhaust vertical pipe are bothThe PVC gas collection and flow guide pipe is a PVC pipe, a pipe with the pipe diameter of 1/4 is cut open, and the rest 3/4 is used in an arched reverse buckle mode.
An invisible construction process of an inverted overhead facing brick roof concealed-burying exhaust pipeline comprises the following steps: the construction of a roof structure is completed → the first spraying of non-curing rubber asphalt waterproofing construction → the second self-adhesive high polymer modified asphalt waterproofing coiled material with the thickness of 1.5mm → cement mortar leveling → measurement and setting-out, the positions of an oval PVC gas collection guide pipeline and an exhaust port are determined → the manufacture of the oval PVC gas collection guide pipeline and an exhaust riser → the laying of the oval PVC gas collection guide pipeline and the installation of the exhaust pipeline → the laying of a 60-thick heat-insulating extruded polystyrene foam plastic plate → the pouring of the thinnest 30-thick LC5.0 light aggregate concrete, the construction of a slope finding layer → the laying of a non-woven fiber cloth (an isolation layer) → the laying of a steel bar mesh → the pouring of a 50-thick C20 fine stone concrete → the construction of a rolling waterproof polymer are carried out for the third waterproofing → a plain surface (a proper amount of clear water) is sprinkled → the laying of an 8-10-thick antiskid floor tile, and.
Correspondingly, the invention also claims a hidden construction method of the inverted type overhead facing brick roof hidden-buried exhaust pipeline, which comprises the following steps:
firstly, performing first waterproof construction on a reinforced concrete roof, spraying non-cured rubber asphalt waterproof paint, performing second waterproof construction on a self-adhesive tire-free high polymer modified asphalt waterproof coiled material with the thickness of 1.5mm, and performing second waterproof construction on the reinforced concrete roof with the thickness of 20: 3, after the construction of the cement mortar leveling layer is finished, measuring and setting off, determining the positions of the oval PVC gas collection guide pipe and the exhaust vertical pipe according to the layout, so that the oval PVC gas collection guide pipe and the exhaust vertical pipe are criss-cross and mutually communicated and cannot be blocked, and the exhaust vertical pipe is communicated and connected with the oval PVC gas collection guide pipe and is fixed by concrete;
② 60 thick extruded polystyrene foam plastic board (X350 type) for heat insulation (burning performance B1 grade); finding a slope by 2% with the thinnest 30 thick LC5.0 lightweight aggregate concrete; determining the height of the exhaust vertical pipe according to the thickness of a 60-thick heat-insulating extruded polystyrene foam plastic plate and the thinnest 30-thick LC5.0 lightweight aggregate concrete heat-insulating layer; oval PVC gas collection honeycomb duct is the PVC pipe, cuts open pipe diameter 1/4 tubular product, and remaining 3/4 left-hand thread is fixed at 20 thick 1: 3, leveling the layer by cement mortar to ensure smooth hollow;
placing the cut oval PVC gas-collecting flow-guiding pipe at a well-positioned position, and fixing the oval PVC gas-collecting flow-guiding pipe by adopting a pipe clamp and mortar or concrete to ensure that the oval PVC gas-collecting flow-guiding pipe is not deviated and shifted;
fourthly, when the LC5.0 light aggregate concrete with the thinnest 30 thickness is constructed, the position of the separation seam is coincided with the oval PVC gas-collecting flow-guiding pipe network;
optimizing the layout of the roof drainage downpipe, embedding a floor drain in a preset position in the structural construction, and independently communicating the downpipe to the bottom layer of the building to be discharged to an outdoor water stain pipe network;
the oval PVC gas collection flow guide pipe is connected with the floor drain which is embedded independently to form a drainage channel, so that water stains seeped from the construction layer above the heat insulation layer and condensed water generated in the heat insulation layer due to temperature difference are drained to the optimized and embedded floor drain through the channel, and the drained water is conveniently and quickly drained in time;
seventhly, before the non-cured rubber asphalt waterproof coating is sprayed, the steel bar structure concrete roof substrate needs to be cleaned, polishing, dust absorption and fine processing are adopted under necessary conditions, and leveling, firmness, cleanness and dryness need to be guaranteed. The details of the internal and external corners, the pipe root, the equipment foundation, the plane, the vertical face corners and the like are made into circular arcs, the diameter of each circular arc is more than 50mm, after the strength of each circular arc is achieved, the circular arcs need to be coated with paint, and the tire-free high polymer modified asphalt waterproof coiled material is cut into a corresponding shape and attached with the corresponding shape to form a waterproof additional layer;
heating the non-cured rubber asphalt waterproof coating after the base surface is cleaned, and uniformly spraying or scraping the coating by using a special spraying machine when the overall temperature of the coating reaches a spraying state (150 ℃). After spraying a certain area, detecting the thickness of the coating by adopting a needle measurement method before paving the non-tire high polymer modified asphalt waterproof coiled material. If the thickness does not reach the standard or the local part needs to be strengthened, a plurality of coatings are taken by a trowel and are added in a manual scraping mode. The spraying construction is preferably finished in sections or areas, 500-1000 m2Construction is performed for an area. After spraying, the rubber asphalt waterproof coating is timely stuck and covered on the tire-free high polymer modified asphalt waterproof coiled material, so that excessive dust in the field is prevented from being stuck on the surface layer of the coating, and the caking property of the non-cured rubber asphalt waterproof coating and an isolation layer or the tire-free high polymer modified asphalt waterproof coiled material is reduced;
when the construction of the ninthly 50 thick C20 fine stone concrete protective layer is carried out, the separation joints are arranged along the position of the oval PVC gas-collecting flow-guiding pipe network, and the longitudinal and transverse intervals of the separation joints are not more than 6m or 36m2;
Dividing the dividing joints by applying a 20 multiplied by 40 polystyrene board before pouring a C20 fine stone concrete protective layer with the thickness of the red mark, timely taking out insertion strips in the dividing joints after the concrete reaches a certain strength, immediately filling the insertion strips with waterproof factice for compaction after the insertion strips are taken out, and then covering the joints by using a waterproof coiled material with lead foil;
disposing a square template with the height of 70mm, the width of 270mm and the length of 270mm at the base of the exhaust vertical pipe, positioning uniformly with a strip line, nesting a specially-made T-shaped stainless steel protective pipe into the exhaust vertical pipe, and pouring C20 fine stone concrete for protection and fixation;
after the strength of the 50-thick C20 fine stone concrete protective layer is achieved, rolling and coating a waterproof polymer coating, performing a third waterproof construction, and curing and forming;
before laying the 8-10 thick veneer anti-skid floor tiles, spreading plain cement surface (spraying proper amount of clear water), after finishing construction, using cement slurry to wipe seams or using special seam filling agent to fill seams or using ketone sealing glue to fill seams;
after the strength of the cube fixed concrete of the specially-made T-shaped stainless steel protective pipe is reached, the same-phase floor tiles with the same roof are laid.
The steps are as follows: scientifically arranging functional layers, particularly waterproof materials and parts; setting PVC gas collecting guide pipe and multiple functions; the quality effect, particularly the durability, is good, the operation is convenient and fast, and the comprehensive cost is low; fourthly, invisible construction is carried out, the later-stage roof space utilization rate is high, and the roof is attractive and formed.
Firstly, the invention is a method similar to a sandwich biscuit, wherein the lower two waterproof layers, the middle layer are an insulating layer and a rigid hardening layer, and the upper layer is additionally provided with a waterproof layer;
the invention innovatively breaks through the traditional method of wrapping gauze by drilling holes, cuts a PVC gas collection guide pipe into 1/4 pipe with pipe diameter, and uses the residual 3/4 arch in a reverse buckling manner, so that the stress is better, the space is larger, and simultaneously, the phenomenon that the drilling holes are wrapped to cause alkali solidification, hardening, channel blocking and ventilation function losing is avoided, so that the water under a rigid concrete hardened layer cannot evaporate due to high temperature, the roof decorative layer is jacked up, and the decorative layer is damaged;
and thirdly, the construction of multifunctional layer slope adjustment and inverted waterproof heat preservation is adopted, and the diversion air-entraining pipes, the exhaust holes and the invisible floor drain are reasonably arranged so as to timely remove water stains on the decorative layer and water vapor in the leveling layer and the heat preservation layer. The waterproof coating is widely applied to the subsection construction of the roof, can ensure that water stain on a decorative layer and water vapor in a slope finding layer of the roof are timely discharged, cannot leak below a concrete hardened layer on a large surface, and can ensure that the 100 percent of roof does not leak once the water stain leaks by adopting the inversion construction and multiple measures such as non-cured rubber asphalt, high polymer coiled material combination, mortar fine slope adjustment, flow guide air-bleed pipes, exhaust holes, invisible floor drains and the like;
the exhaust pipeline and the hidden floor drain exhaust are hidden, the later roof space utilization rate is high, the arrangement is accurate, the heights are uniform, and the good impression effect is achieved.
In the invention, the waterproof layer has two layers, wherein the first layer is a reinforced concrete roof and is sprayed with non-cured rubber asphalt waterproof coating, and the second layer is a waterproof polymer coating; the leveling layer has two layers, the first layer is 20 thick 1: 3, constructing a cement mortar leveling layer, wherein the second layer is C20 fine aggregate concrete; the heat-insulating layer is constructed by point-bonding 60-thick heat-insulating extruded polystyrene foam plastic plates and the thinnest 30-thick LC5.0 lightweight aggregate concrete according to 2 percent of slope finding; constructing the isolation layer by non-woven fiber cloth; the decorative layer is constructed by 8-10 thick decorative surface anti-slip floor tiles. As an improvement of the technical scheme, the oval PVC gas collection guide pipe of the exhaust pipeline is horizontally arranged in a longitudinal and transverse mode at a distance of 6m, and the area of the roof is not more than 36m21 exhaust port was provided. As an improvement of the technical scheme, the oval PVC gas collection flow guide pipe and the exhaust pipe are bothThe PVC gas collection and guide pipe is cut into 1/4 pipe diameter, and the rest 3/4 arch is reversely buckled for use.
As an improvement of the technical scheme, the veneer anti-skid floor tile is adhered by adopting a professional adhesive or mortar.
As an improvement of the technical scheme, the slope of the reinforced concrete roof needs to be optimized in advance during pouring construction, and the slope is finely adjusted after the waterproof mortar is leveled to the protective layer, so that leaked water stains or condensed water generated by temperature difference in the heat-insulating layer can be timely removed under the condition of multiple waterproof design failure.
As an improvement of the technical scheme, after the thinnest 30-thick LC5.0 light aggregate concrete is poured, water is applied for maintenance for more than 7d the next day, and people are not allowed to enter the maintenance period or the next construction is carried out.
As the improvement of the technical scheme, after the veneer anti-skid floor tile is laid, water is applied for maintenance for more than 3d on the next day, people are not allowed in 3d, the unqualified floor tile is repaired after 3d, whether the unqualified floor tile has the unqualified phenomena of hollowing, fracture and the like is checked, and pointing is carried out after all the floor tiles are qualified.
As the improvement of the technical scheme, all the pipe ditches and pipe orifices on the roof decoration layer need to be cleaned regularly by a specially-assigned person, so that accumulated water is prevented from being blocked.
After the technical scheme is adopted, the inverted type hidden structure of the hidden exhaust pipeline of the roof with the manned face bricks and the construction method thereof at least have the following advantages:
1. the technical scheme is a sandwich biscuit type method, two layers of durability, high temperature resistance and extensibility on the board surface are combined together, and the heat insulation layer has higher pertinence and guarantee compared with the construction quality of a related atlas, the hierarchical design and the arrangement of each functional structure are more scientific and reasonable, the working procedures are rigorous, the construction is simple, the operation is convenient, and the comprehensive cost is low.
2. The engineering quality is safer and more reliable, the waterproof layer is directly arranged on the concrete structure surface with optimized slope adjustment, the waterproof combination is better, the extension, extension and contraction sealing effects are good, the single exhaust drainage floor drain is added, and the waterproof quality is more guaranteed; meanwhile, gas in the leveling layer and the heat insulation layer can be discharged in time, and the roof is effectively prevented from cracking and damaging due to frost heaving of condensed water and pressure of the gas.
3. The requirements of building energy-saving parameters are ensured, and simultaneously, the waterproof quality of the roof and the durability of materials at each functional level are effectively solved and ensured, so that the materials at each functional level form the optimal organic combination, and the optimal material functions are exerted to the maximum extent.
4. The problem of common quality is effectively solved or reduced, the service life of the roof is prolonged, reworking maintenance is almost avoided, the comprehensive construction cost is low, the arrangement of the pipelines and the pipeline decoration pier seats is accurate, the height is uniform, and the good impression effect is achieved.
5. The multifunctional layer slope adjusting and inverted waterproof construction is adopted, and the diversion air-entraining pipes, the exhaust holes and the invisible floor drain are reasonably arranged so as to timely remove water stains on the decorative layer and water vapor in the leveling layer and the heat insulation layer. The method is widely applied to the subsection construction of the roof, can ensure that water stain on a decorative layer and water vapor in a slope finding layer of the roof are timely discharged, cannot largely leak below a concrete hardened layer, and can ensure that the roof does not leak through multiple measures such as inversion construction and adoption of non-cured rubber asphalt, combination of high polymer coiled materials, fine mortar slope adjustment, flow guide air guide pipes, exhaust holes, invisible floor drains and the like in case of leakage.
PVC gas collection honeycomb duct cut open pipe diameter 1/4 tubular product, with the use of remaining 3/4 arch left-hand thread, the atress is better, and the space is bigger, avoids traditional drilling parcel to cause simultaneously that the alkali solidifies the sclerosis and blocks up the passageway to can not make the moisture content under the rigid concrete sclerosis layer can not go out because of high temperature evaporation, with roofing decorative layer jack-up, destroy the decorative layer.
7. The waterproof layer, the screed-coat, the heat preservation, it is unobstructed not blockked up that the intraformational gas of decoration exhausts for a longer time, simultaneously can be with the water stain and the heat preservation of the construction layer seepage more than the partial heat preservation in time water conservancy diversion fast because of the comdenstion water that the temperature difference produced, through the blast pipe of secretly burying in advance, the floor drain is discharged, prevent because of expend with heat and contract with cold, gaseous pressure leads to the decorative layer fracture, it is low to synthesize construction cost, each item functional quality is secure, roofing life extension, the pipe arrangement is pleasing to the eye not account for the space, the overall arrangement highly.
Drawings
FIG. 1 is a floor plan of an embodiment of the present invention;
FIG. 2 is a cross-sectional view (longitudinal cross-sectional view) of A-A of FIG. 1 in accordance with the present invention;
FIG. 3 is a cross-sectional view (transverse left cross-sectional view) of B-B-1 of FIG. 1 in accordance with the present invention;
FIG. 4 is a cross-sectional view (transverse right cross-sectional view) of B-B-2 of FIG. 1 in accordance with the present invention;
FIG. 5 is a cross-sectional view of the vent stack and T-shaped stainless steel shroud of FIG. 1 in accordance with the present invention;
FIG. 6 is a sectional front view of the oval PVC gas collection flow guide pipe in FIG. 1;
FIG. 7 is a top view of the T-shaped stainless steel protective tube and the square pier seat of FIG. 1 according to the present invention;
fig. 8 is a sectional view of the T-shaped stainless steel protection tube and the square pier seat in fig. 1 according to the present invention.
In the figure:
1-concrete roof with steel bar structure;
2-spraying non-cured rubber asphalt waterproof paint;
3-a tyre-free high polymer modified asphalt waterproof coiled material;
4-20, thickness 1: 3, leveling a cement mortar leveling layer;
5-point sticking a 60-thick extruded polystyrene foam plastic plate for heat insulation;
6-LC 5.0 lightweight aggregate concrete with the thinnest 30 thickness;
7-non-woven fiber cloth;
9-C20 fine-grained concrete;
10-a water-resistant polymer coating;
11-veneer anti-slip floor tile;
12-oval PVC gas collection and flow guide pipe;
13-a gas riser;
14-T type stainless steel protective tube.
Detailed Description
The invention will be further described with reference to the accompanying drawings and examples of a plurality of projects such as the phoenix commercial service center project, the seventh world army sport meeting, the Wuhan institute natatorium, the Wuhan institute newly-built student dormitory building, the TYOU spring stage project, and the like.
As shown in fig. 1 to 8, in the invisible structure of the inverted manned facing brick roof concealed air exhaust pipe provided in this embodiment, the floor structure of the manned roof sequentially includes: reinforced structure concrete roofing 1, spraying non-curing rubber asphalt waterproof coating 2, self-adhesion 1.5mm thick child polymer modified asphalt waterproofing membrane 3, adopt 20 thick 1: 3, leveling a cement mortar layer 4, measuring, paying off and positioning, embedding a cut elliptical PVC gas collection and guide pipe 12 in a concealed manner, intersecting a plurality of elliptical PVC gas collection and guide pipes 12 to form an elliptical PVC gas collection and guide pipe network according to a typesetting drawing, communicating the elliptical PVC gas collection and guide pipe network with the bottom end of a reserved exhaust vertical pipe 13 through a PVC communication elbow, arranging an exhaust vertical pipe 13 and the elliptical PVC gas collection and guide pipe 12 vertically, fixing the exhaust vertical pipe 13 by adopting 50-thick C20 fine stone concrete 9, positioning the top end of the exhaust vertical pipe 13 on the outer surface of a decorative layer, and nesting and connecting by adopting a special T-shaped stainless steel protective pipe 14; secretly bury water conservancy diversion exhaust duct and include oval PVC gas collection honeycomb duct 12 and exhaust riser 13, wherein oval PVC gas collection honeycomb duct 12 level sets up 1 at 20 thick: 3 a cement mortar leveling layer 4 and a layer of non-woven fiber cloth 7 (an isolation layer); point-bonded 60-thick extruded polystyrene foam board for thermal insulation 5 (type X350) (flammability class B1); finding a slope by 2% with the thinnest 30 thick LC5.0 lightweight aggregate concrete 6; fully laying a layer (an isolating layer) of non-woven fiber cloth 7; a50-thick C20 fine-stone concrete 9 leveling layer is internally matched for ensuring the quality of a facingReinforcing steel bar net sheets 8 are arranged in bins, expansion joints are arranged in the exhaust vertical pipes 13, and the exhaust vertical pipes are erected in a mold and poured into a square pier shape and are densely fixed by pouring and vibrating C20 fine stone concrete 9; roll-coating a waterproof polymer coating 10; spreading plain cement surface (spraying proper amount of clear water), laying 8-10 thick facing anti-slip floor tiles 11, beating, and filling with cement slurry or special gap filler or ketone sealant.
Inverted type upper partInvisible construction process of a concealed exhaust pipeline of a roof with facing bricks: the construction of the roof structure is completed → the first spraying of the non-cured rubber asphalt waterproof construction → the second self-adhesive high polymer modified asphalt waterproof coiled material with the thickness of 1.5mm → 1: 3, cement mortar leveling layer → measurement and setting out, determination of the positions of the oval PVC gas collection and guide pipe and the exhaust port → manufacture of the oval PVC gas collection and guide pipe and the manufacture of the exhaust stand pipe → laying of the oval PVC gas collection and guide pipe and installation of the exhaust pipe → laying of 60-thick extruded polystyrene foam boards for heat insulation → pouring of the thinnest 30-thick LC5.0 light aggregate concrete, construction of slope finding layer → laying of a layer of non-woven fiber cloth (isolation layer) → laying ofReinforcing mesh sheet → pouring 50 thick C20 fine stone concrete → rolling and coating waterproof polymer construction for the third waterproof → spreading plain cement surface (spraying proper amount of clear water) → laying 8-10 thick veneer antiskid floor tiles, and filling with cement paste or professional joint mixture or ketone sealant.
As shown in fig. 1 to 8, the invisible construction method for the inverted type overhead facing brick roofing concealed air exhaust pipe provided by the embodiment includes the following steps:
firstly, a reinforced concrete roof 1 is sprayed with a non-cured rubber asphalt waterproof coating 2 for first waterproof construction, a self-adhesive tire-free high polymer modified asphalt waterproof coiled material with the thickness of 1.5mm is sprayed with a non-cured rubber asphalt waterproof coating 3 for second waterproof construction, and the thickness of the self-adhesive tire-free high polymer modified asphalt waterproof coiled material is 20: 3, after the construction of the cement mortar leveling layer 4 is finished, measuring and setting off, determining the positions of the oval PVC gas-collecting guide pipe 12 and the vent vertical pipe 13 according to the layout, so that the oval PVC gas-collecting guide pipe 12 and the vent vertical pipe 13 are criss-cross and mutually communicated and cannot be blocked, and the vent vertical pipe 13 is communicated and connected with the oval PVC gas-collecting guide pipe 12 and is fixed by adopting concrete;
② sticking 60-thick extruded polystyrene foam plastic board 5(X350 type) for heat insulation (burning performance B1 grade); finding a slope by 2% with the thinnest 30 thick LC5.0 lightweight aggregate concrete 6; determining the height of the exhaust vertical pipe 13 according to the thickness of a 60-thick heat-insulating extruded polystyrene foam plastic plate and the thinnest 30-thick LC5.0 lightweight aggregate concrete heat-insulating layer; oval PVC gas collection honeycomb duct 12 is the PVC pipe, cuts open pipe diameter 1/4 tubular product, and remaining 3/4 left-hand thread is fixed at 20 thick 1: 3, leveling the cement mortar on the layer 4 to ensure smooth hollow;
placing the cut oval PVC gas-collecting flow-guiding pipe 12 at a well-positioned position, and fixing the oval PVC gas-collecting flow-guiding pipe 12 by using a pipe clamp and mortar or concrete to ensure that the pipe is not deviated and shifted;
fourthly, when the LC5.0 lightweight aggregate concrete 6 with the thinnest 30 thickness is constructed, the position of the separation seam is coincided with the oval PVC gas-collecting flow-guiding pipe network;
optimizing the layout of the roof drainage downpipe, embedding a floor drain in a preset position in the structural construction, and independently communicating the downpipe to the bottom layer of the building to be discharged to an outdoor water stain pipe network;
the elliptical PVC gas-collecting flow-guiding pipe 12 is connected with the floor drain with the structure embedded independently to form a drainage channel, so that water stains seeping from the construction layer above the heat-insulating layer and condensed water generated in the heat-insulating layer due to temperature difference are drained to the optimized embedded floor drain through the PVC gas-collecting flow-guiding pipe 12 to be conveniently and quickly drained in time;
seventhly, before the non-cured rubber asphalt waterproof coating 2 is sprayed, the substrate of the concrete roof 1 with the steel bar structure needs to be cleaned, polishing, dust absorption and fine processing are adopted under necessary conditions, and flatness, firmness, cleanness and dryness need to be guaranteed. The details of the internal and external corners, the pipe roots, the equipment foundation, the corners of the plane and the vertical face and the like are made into circular arcs, the diameter of each circular arc is more than 50mm, after the strength of each circular arc is achieved, paint is required to be brushed firstly, and the tire-free high polymer modified asphalt waterproof coiled material 3 is cut into a corresponding shape and attached to form a waterproof additional layer;
heating the non-cured rubber asphalt waterproof coating 2 after the base surface is cleaned, and uniformly spraying or scraping the coating by using a special spraying machine when the overall temperature of the coating reaches a spraying state (150 ℃). After a certain area is sprayed, the thickness of the coating is detected by adopting a needle measurement method before the non-tire high polymer modified asphalt waterproof coiled material 3 is paved. If the thickness does not reach the standard or the local part needs to be strengthened, a plurality of coatings are taken by a trowel and are added in a manual scraping mode. The spraying construction is preferably finished in sections or areas, 500-1000 m2Construction is performed for an area. After spraying, the rubber asphalt waterproof coating 2 is adhered and covered on the tire-free high polymer modified asphalt waterproof coiled material 3 in time, so that excessive dust in the field is prevented from being adhered to the surface layer of the coating, and the non-cured rubber asphalt waterproof coating 2 is prevented from being reducedThe adhesiveness with an isolation layer or a non-tire high polymer modified asphalt waterproof coiled material 3;
when ninthly 50 thick C20 fine stone concrete 9 is constructed, separating seams are arranged along the position of the oval PVC gas-collecting flow-guiding pipe network, and the longitudinal and transverse spacing of the separating seams is not more than 6m or 36m2;
Dividing the dividing joints by applying a 20 multiplied by 40 polystyrene board before pouring the C20 fine stone concrete 9 with the thickness of 50 at the red mark, timely taking out insertion strips in the dividing joints after the concrete reaches a certain strength, immediately filling the insertion strips with waterproof factice for compaction after the insertion strips are taken out, and then covering the joints by using waterproof coiled materials with lead foils;
disposing a square template with the height of 70mm, the width of 270mm and the length of 270mm at the base of the exhaust vertical pipe 13, positioning uniformly with lines, nesting the specially-made T-shaped stainless steel protective pipe 14 into the exhaust vertical pipe 13, and pouring C20 fine stone concrete for protection and fixation;
after the strength of the 50-thick C20 fine stone concrete 9 is reached, rolling and coating 10 times of waterproof polymer coating, performing a third waterproof construction, and curing and forming;
before laying the decorative surface anti-skid floor tiles 11 with the thickness of 8-10mm, spreading plain cement surface (spraying proper amount of clear water), after finishing construction, wiping seams by cement paste or filling seams by professional joint filling agents or filling seams by ketone sealing glue;
after the strength of the cube fixed concrete (formed by C20 fine stone concrete) of the special T-shaped stainless steel protective pipe 14 is reached, the same-phase floor tiles with the same roof are paved.
The invisible construction method of the inverted type upper facing brick roof concealed-burying exhaust pipeline is successfully applied to the projects of a phoenix business service center, a seventh world army movement meeting, namely a Wuhan college natatorium, a Wuhan college newly-built student dormitory building, a Dudu-Chun Taili (first-stage), and the like, has obvious effect, obtains consistent approval of a supervision unit, a construction unit and a local construction competent department, obtains good economic and social benefits, and has extremely high social popularization and application values. Particularly, in the 10 th year 2019, a Wuhan college natatorium is taken as a main natatorium of the single-item game of military sports meeting swimming in the 2019 year, military athletes and practicing meetings in various countries are highly praised due to excellent construction quality, and mainstream media in China and China pay attention to reports.
The above embodiments are provided only for illustrating the present invention and not for limiting the present invention, and those skilled in the art can make various changes or modifications without departing from the spirit and scope of the present invention. Accordingly, all equivalents are intended to fall within the scope of the invention, which is defined in the claims.
Claims (10)
1. An invisible structure of an inverted overhead facing brick roofing concealed-burying exhaust pipeline is characterized in that,
including reinforced structure concrete roofing (1), spraying non-curing rubber asphalt waterproof coating (2), the thick no child polymer modified asphalt waterproofing membrane (3) of self-adhesion 1.5mm, 20 thick 1 that set gradually from the bottom toward the roofing top layer: 3 a cement mortar leveling layer (4), a 60-thick extruded polystyrene foam plastic plate (5) for heat insulation, LC5.0 lightweight aggregate concrete (6) with the thinnest 30 thickness, a non-woven fiber cloth (7) according to 2 percent of slope finding,A reinforcing mesh (8), a 50-thick C20 fine stone concrete (9) leveling layer, a rolling waterproof polymer coating (10) and 8-10-thick veneer anti-skid floor tiles (11),
still include secretly bury water conservancy diversion exhaust duct, secretly bury water conservancy diversion exhaust duct and include oval PVC gas collection honeycomb duct (12) and exhaust riser (13), oval PVC gas collection honeycomb duct (12) level sets up 1 at 20 thick: 3 a cement mortar leveling layer (4) and a non-woven fiber cloth (7);
a plurality of oval PVC gas collection and flow guide pipes (12) are intersected to form an oval PVC gas collection and flow guide pipe network, the oval PVC gas collection and flow guide pipe network is communicated with the bottom end of a reserved vertical exhaust vertical pipe (13) through a PVC communication elbow, the exhaust vertical pipe (13) is perpendicular to the oval PVC gas collection and flow guide pipe (13), the exhaust vertical pipe (13) is fixed through C20 fine aggregate concrete (9), the top end of the exhaust vertical pipe (13) is located on the outer surface of a decorative layer, and T-shaped stainless steel protective pipes (14) are connected in a nested mode.
2. The hidden structure of the hidden buried exhaust pipeline on the inverted manned face brick roof according to claim 1, wherein the oval PVC gas-collecting and flow-guiding pipes (12) are horizontally arranged in a vertical and horizontal direction at a distance of 6m, and the area of the roof is not more than 36m21 exhaust port was provided.
3. The hidden structure of the hidden buried exhaust pipeline on the inverted man-facing tile roof as claimed in claim 1, wherein the oval PVC gas collecting and guiding pipe (12) and the vertical exhaust pipe (13) are bothThe PVC pipe, and PVC gas collection honeycomb duct (12) are PVC pipe, cut open pipe diameter 1/4 tubular product, use 3/4 arch left-hand thread.
4. The invisible construction method for the inverted overhead facing brick roofing concealed-burying exhaust pipeline is characterized by comprising the following steps of:
concrete roof with steel bar structure (1), spraying non-curing rubber asphalt waterproof coating (2), performing first waterproof construction, self-adhering to form a tire-free high polymer modified asphalt waterproof coiled material (3) with the thickness of 1.5mm, performing second waterproof construction, and forming a layer with the thickness of 20: 3, after the construction of the cement mortar leveling layer (4), measuring and setting off, determining the positions of the oval PVC gas-collecting guide pipe (12) and the vent vertical pipe (13) according to the layout, so that the oval PVC gas-collecting guide pipe and the vent vertical pipe are criss-cross and communicated with each other, and the vent vertical pipe (13) is communicated and connected with the oval PVC gas-collecting guide pipe (12) and fixed by adopting concrete;
secondly, sticking a 60-thick extruded polystyrene foam plastic plate (5) for heat insulation; finding a slope of the thinnest 30-thick LC5.0 lightweight aggregate concrete (6) according to 2 percent; determining the height of the exhaust vertical pipe (13) according to the thickness of a 60-thick heat-insulating extruded polystyrene foam plastic plate and the thinnest 30-thick LC5.0 lightweight aggregate concrete heat-insulating layer; oval PVC gas collection honeycomb duct (12) are the PVC pipe, cut open pipe diameter 1/4 tubular product, and remaining 3/4 left-hand thread is fixed at 20 thick 1: 3, leveling the layer (4) by cement mortar to ensure smooth hollow;
placing the cut oval PVC gas-collecting flow-guiding pipe (12) at a well-positioned position, and fixing the oval PVC gas-collecting flow-guiding pipe (12) by adopting a pipe clamp and mortar or concrete;
fourthly, when the LC5.0 light aggregate concrete (6) with the thinnest 30 thickness is constructed, the position of the separation seam is coincided with the oval PVC gas-collecting flow-guiding pipe network;
optimizing the layout of the roof drainage downpipe, embedding a floor drain in a preset position in the structural construction, and independently communicating the downpipe to the bottom layer of the building to be discharged to an outdoor water stain pipe network;
the oval PVC gas-collecting flow-guiding pipe (12) is connected with the floor drain with the structure embedded independently to form a drainage channel, so that water stains seeped from the construction layer above the heat-insulating layer and condensed water generated in the heat-insulating layer due to temperature difference are drained to the optimized and embedded floor drain through the channel to be conveniently and quickly drained in time;
seventhly, cleaning a substrate of the reinforced concrete roof (1) before spraying the non-cured rubber asphalt waterproof coating (2), making an arc at the corner of a concave corner, a convex corner, a pipe root, an equipment foundation and a plane and a vertical surface, wherein the diameter of the arc is more than 50mm, coating and brushing are needed after the arc strength is reached, and the non-tire high polymer modified asphalt waterproof coiled material (3) is cut into a corresponding shape and attached to form a waterproof additional layer;
heating the non-cured rubber asphalt waterproof coating (2) after the base surface is cleaned, uniformly spraying or scraping the coating by using a special spraying machine when the overall temperature of the coating reaches a spraying state, after a certain area is sprayed, detecting the thickness of the coating by using a needle measurement method before the non-tire high polymer modified asphalt waterproof coiled material (3) is paved, if the thickness does not reach the standard or needs to be strengthened locally, taking some coating by using a trowel, supplementing the coating by manually scraping, and finishing the spraying construction by sections or areas, wherein the thickness of the coating is 500-1000 m2Construction is carried out for an area, after spraying, the coating is timely stuck and covered withoutThe tire high polymer modified asphalt waterproof coiled material (3) avoids excessive dust from being bonded on the surface layer of the coating in the field to reduce the bonding property between the non-cured rubber asphalt waterproof coating (2) and the isolation layer or the tire-free high polymer modified asphalt waterproof coiled material (3);
when the ninthly 50 thick C20 fine stone concrete (9) protective layer is constructed, separating seams are arranged along the position of the oval PVC gas-collecting flow-guiding pipe network, and the longitudinal and transverse spacing of the separating seams is not more than 6m or 36m2;
Dividing the dividing joints by a polystyrene board of 20 multiplied by 40 before pouring a C20 fine stone concrete protective layer with thickness of 50 at the red mark, timely taking out insertion strips in the dividing joints after the concrete reaches a certain strength, immediately filling the insertion strips with waterproof factice for compaction after the insertion strips are taken out, and then covering the joints by waterproof coiled materials with lead foils;
disposing a square template with the height of 70mm, the width of 270mm and the length of 270mm at the base of the exhaust vertical pipe (13), positioning uniformly with lines, nesting the T-shaped stainless steel protective pipe (14) into the exhaust vertical pipe (13) for connection, and pouring C20 fine stone concrete for protection and fixation;
after the strength of the 50-thick C20 fine stone concrete protective layer is achieved, rolling and coating waterproof polymer paint (10) for one time, performing third waterproof construction, and curing and forming;
before laying 8-10 thick veneer anti-skid floor tiles (11), spreading plain cement surface, after finishing construction, using cement slurry to wipe seams or using professional joint mixture to fill seams or using dense ketone glue to fill seams;
5. The hidden construction method of the hidden buried exhaust pipeline of the inverted manned face brick roof according to claim 4, wherein the oval PVC gas collection and flow guide pipes of the exhaust pipeline are horizontally arranged in a vertical and horizontal direction at a distance of 6m, and the area of the roof is not more than 36m21 exhaust port was provided.
6. The invisible construction method of the inverted type hidden buried exhaust pipeline with the top-facing tapestry brick roof as claimed in claim 4, wherein the oval PVC gas collection and flow guide pipe (12) and the exhaust pipe (13) are both made of PVC materialThe PVC pipe, and PVC gas collection honeycomb duct (12) are PVC pipe, cut open pipe diameter 1/4 tubular product, use 3/4 arch left-hand thread.
7. The invisible construction method of the hidden buried exhaust pipeline of the inverted manned face brick roof according to claim 4, characterized in that the face antiskid floor tiles (11) are adhered by using special adhesives or mortar.
8. The invisible construction method of the hidden buried exhaust pipeline of the inverted manned facing brick roof according to claim 4, characterized in that the reinforced concrete roof (1) needs to be optimized and adjusted in advance during pouring construction, and then adjusted in a fine manner after the leveling and protecting layer of the waterproof mortar is used, so as to remove leaked water stains or condensed water generated in the heat-insulating layer due to temperature difference in time under multiple waterproof design failures.
9. The invisible construction method of the inverted type manned facing brick roofing hidden buried exhaust pipeline according to claim 4, characterized in that the LC5.0 lightweight aggregate concrete (6) with the thinnest 30 thickness is cured for more than 7 days by applying water for curing the next day after being poured, and people are not admitted or the next construction is carried out during the curing period.
10. The invisible construction method of the hidden buried exhaust pipeline of the inverted manned face brick roof according to claim 4, characterized in that after the floor tiles (11) are laid, water is applied for maintenance for more than 3d in the next day, people are not allowed in 3d, after 3d, the unqualified floor tiles are checked for unqualified phenomena such as hollowing and cracking, the unqualified floor tiles are repaired, and after all the unqualified floor tiles are qualified, pointing is carried out.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202110238089.5A CN113006388B (en) | 2021-03-04 | 2021-03-04 | Inverted overhead facing brick roof concealed-buried exhaust pipeline invisible structure and construction method thereof |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202110238089.5A CN113006388B (en) | 2021-03-04 | 2021-03-04 | Inverted overhead facing brick roof concealed-buried exhaust pipeline invisible structure and construction method thereof |
Publications (2)
Publication Number | Publication Date |
---|---|
CN113006388A true CN113006388A (en) | 2021-06-22 |
CN113006388B CN113006388B (en) | 2022-06-10 |
Family
ID=76404642
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202110238089.5A Active CN113006388B (en) | 2021-03-04 | 2021-03-04 | Inverted overhead facing brick roof concealed-buried exhaust pipeline invisible structure and construction method thereof |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN113006388B (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN116290874A (en) * | 2023-02-07 | 2023-06-23 | 中国十七冶集团有限公司 | Anti-leakage open pore plugging method for inverted roof waterproof construction |
Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20110134154A (en) * | 2010-06-08 | 2011-12-14 | 대라종합건설(주) | A environmental-friendly method of water proof and airvent for it |
CN203129452U (en) * | 2013-02-27 | 2013-08-14 | 上海森信建设工程有限公司 | Inversion roof structure with exhaust channel |
CN103866927A (en) * | 2014-03-07 | 2014-06-18 | 沈阳金铠建筑科技股份有限公司 | Breathing roof insulation structure and construction method thereof |
CN104499658A (en) * | 2014-12-19 | 2015-04-08 | 广西建工集团第五建筑工程有限责任公司 | Active breathing type damp-proof and steam-exhausting inverted roof system and construction method thereof |
CN105040915A (en) * | 2015-06-26 | 2015-11-11 | 中国十七冶集团有限公司 | Method for constructing novel inverted waterproof roof |
CN205604594U (en) * | 2016-03-30 | 2016-09-28 | 唐山德生防水股份有限公司 | Drainage structures is prevented to strenghthened type heat preservation roofing |
CN107816175A (en) * | 2017-11-02 | 2018-03-20 | 上海延吉物业管理有限公司 | A kind of exhaust apparatus for heat insulation house surface and a kind of heat insulation house surface method for maintaining |
CN108797904A (en) * | 2017-05-05 | 2018-11-13 | 五冶集团上海有限公司 | A kind of accessible roof secretly buries discharge duct construction method |
-
2021
- 2021-03-04 CN CN202110238089.5A patent/CN113006388B/en active Active
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20110134154A (en) * | 2010-06-08 | 2011-12-14 | 대라종합건설(주) | A environmental-friendly method of water proof and airvent for it |
CN203129452U (en) * | 2013-02-27 | 2013-08-14 | 上海森信建设工程有限公司 | Inversion roof structure with exhaust channel |
CN103866927A (en) * | 2014-03-07 | 2014-06-18 | 沈阳金铠建筑科技股份有限公司 | Breathing roof insulation structure and construction method thereof |
CN104499658A (en) * | 2014-12-19 | 2015-04-08 | 广西建工集团第五建筑工程有限责任公司 | Active breathing type damp-proof and steam-exhausting inverted roof system and construction method thereof |
CN105040915A (en) * | 2015-06-26 | 2015-11-11 | 中国十七冶集团有限公司 | Method for constructing novel inverted waterproof roof |
CN205604594U (en) * | 2016-03-30 | 2016-09-28 | 唐山德生防水股份有限公司 | Drainage structures is prevented to strenghthened type heat preservation roofing |
CN108797904A (en) * | 2017-05-05 | 2018-11-13 | 五冶集团上海有限公司 | A kind of accessible roof secretly buries discharge duct construction method |
CN107816175A (en) * | 2017-11-02 | 2018-03-20 | 上海延吉物业管理有限公司 | A kind of exhaust apparatus for heat insulation house surface and a kind of heat insulation house surface method for maintaining |
Non-Patent Citations (1)
Title |
---|
王亮: "倒置式屋面的实践", 《科技信息》, no. 10, 5 April 2011 (2011-04-05) * |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN116290874A (en) * | 2023-02-07 | 2023-06-23 | 中国十七冶集团有限公司 | Anti-leakage open pore plugging method for inverted roof waterproof construction |
Also Published As
Publication number | Publication date |
---|---|
CN113006388B (en) | 2022-06-10 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN107060226A (en) | A kind of construction method of planted roof construction | |
CN105201025B (en) | Basement waterproofing construction and its construction method | |
CN207073232U (en) | A kind of roof drainage structure | |
CN205077739U (en) | Plant roof waterproof roof boarding | |
CN111911190B (en) | Improved construction method for caulking shield tunnel segment | |
CN107447948A (en) | A kind of construction technology of subsided rest room | |
CN103362254A (en) | Building roof construction process | |
CN110778062A (en) | Facing paving structure of floor heating area and construction method thereof | |
CN112392140A (en) | Basement waterproof construction process | |
CN102912945B (en) | Roof compound seepage-proofing steam exhausting hole detail treatment technology | |
CN113006388B (en) | Inverted overhead facing brick roof concealed-buried exhaust pipeline invisible structure and construction method thereof | |
CN112211372A (en) | Anti-cracking structure of integrated indoor heat-insulation sound-insulation ground and construction method thereof | |
CN214498105U (en) | Waterproof building roof | |
CN211817458U (en) | Roofing structure with rubble exhaust system | |
CN112695959A (en) | Passive heat-bridge-free slope roof 300 mm-thick heat-insulation and decoration integrated construction process | |
CN208396162U (en) | A kind of thermal isolation by water storage roofing | |
CN212671027U (en) | Leakage-proof structure for terrace roof | |
CN205077740U (en) | Oblique roof waterproof roof boarding | |
CN214941477U (en) | Heat preservation and sound insulation system for floating floor | |
CN209585309U (en) | Subsided rest room waterproof construction | |
CN211037568U (en) | Plant vegetation roof waterproof construction | |
CN214272795U (en) | Waterproof floor structure of bathroom | |
CN206957010U (en) | One kind point embedded heat insulating and sound insulating floor | |
CN211286458U (en) | Decorative surface paving structure of ground heating area | |
CN218758358U (en) | Double-deck drainage structures of preventing of roofing antiseep |
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 | ||
GR01 | Patent grant | ||
GR01 | Patent grant |