CN108071197A - Roofing ultrastrong water-proof structure and construction method - Google Patents

Roofing ultrastrong water-proof structure and construction method Download PDF

Info

Publication number
CN108071197A
CN108071197A CN201611038247.8A CN201611038247A CN108071197A CN 108071197 A CN108071197 A CN 108071197A CN 201611038247 A CN201611038247 A CN 201611038247A CN 108071197 A CN108071197 A CN 108071197A
Authority
CN
China
Prior art keywords
layer
laid
waterproof
waterproof layer
discharge outlet
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201611038247.8A
Other languages
Chinese (zh)
Inventor
胡文彪
胡荣
胡兵
胡贵川
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN201611038247.8A priority Critical patent/CN108071197A/en
Publication of CN108071197A publication Critical patent/CN108071197A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D11/00Roof 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
    • E04D11/02Build-up roofs, i.e. consisting of two or more layers bonded together in situ, at least one of the layers being of watertight composition
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D13/00Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
    • E04D13/16Insulating devices or arrangements in so far as the roof covering is concerned, e.g. characterised by the material or composition of the roof insulating material or its integration in the roof structure

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)

Abstract

Roofing ultrastrong water-proof structure of the present invention and construction method:Including the pea gravel concreten layer being located above roof, the Gang Jin Hun Ning Tu Knot structures layer being located at below roof is located at pavings screed-coat on Gang Jin Hun Ning Tu Knot structure layers, and is equipped with Slow and rushes layer on screed-coat;It is rushed in Slow on layer and is equipped with the superpower waterproof layers of;Heat preservation heat insulation layers are equipped on superpower waterproof layer;Is equipped with waterproof layer on heat preservation heat insulation layer;Is laid on upper waterproof layer has Slow to rush layer;Pea gravel concreten layers are equipped with stating Slow and rushing on layer.The present invention:The super waterproof Knot structures of the roofing and construction method, including carrying out according to the following steps:Rinse reinforced concrete structure surface layer;It is laid with screed-coat;It is laid with buffer layer;It is laid with superpower waterproof layer;It is laid with heat preservation heat insulation layer;It is laid with waterproof layer;It is laid with buffer layer;It is laid with pea gravel concreten layer.The waterproof layer of the present invention can be effectively protected, and the destruction water outlets of accelerated oxidation decomposition frost and snows and the pipeline scent pores of protrusion roofing for avoiding rain leakage ultraviolet lights irradiation air pollutions acid rains industry bisque mushroom microorganism water and thermal energy are equipped with waterproof construction part and waterproof layer made to carry out the service life that the such as waterproof extend waterproof layer in constant environment temperature.The construction method of the present invention is unique, can ensure water resistance.

Description

Roofing ultrastrong water-proof structure and construction method
Technical field
Building construction of the present invention, and in particular to a kind of roof covering water-proof structure and construction method.
Background technology
The present invention is changed on the basis of CN1177119 announces " roofing ultrastrong water-proof structure and construction method " Into, innovation the further perfect super waterproof Knot structures of roofing and construction method are accomplished watertight, and success rate reaches 100%, Guarantee period is 20 years, lifelong waterproof, the remarkable result that lifelong no Xu Victoria are repaiied." the roofing ultrastrong waterproof knot of CN1177119 bulletins Structure " includes cored slab, screed-coat, superpower waterproof layer, waterproof layer, water suction rebound layer and pea gravel concreten layer from the bottom to top.It is superpower Waterproof layer and waterproof layer are material successively dry-laid on screed-coat using low-density polyethylene film, and water suction rebound layer is with polyurethane Foam for material dry-laid on waterproof layer, be not bonded between each layer, the bar-mat reinforcement inside the pea gravel concreten layer of top layer is indulged Horizontal laying is forbidden to be bound with tied silk.This structure can thoroughly play the role of waterproof, moisture-proof, antiseep.But waterproof layer, insulating layer is such as How what setting and waterproof layer, which are protected, is not damaged, not aging, and the pipeline S2 stomatas of water outlet and protrusion roofing are prevented with superpower Water layer and waterproof layer Knot structures are that the most common of percolating water is also percolating water without any these positions of technology technical solution The position of most serious is because a little:We have just done further research and have improved this waterproof construction to ensure the reliable of waterproof effect Property, however it remains further explore new structure." a kind of roof covering water-proof structure " disclosed in CN204715638U, from inside to outside according to It is secondary including:Insulating layer, heat preservation sloping layer, screed-coat and the second waterproof layer further include the first waterproof layer, and the first waterproof layer, which is located at, to be protected The inside of warm layer, and be adhered on the outer surface of roof structure body;By between the outer surface of roof structure body and insulating layer First waterproof layer is set, and retains outermost second waterproof layer, even if outermost second waterproof layer aging, due to heat preservation Layer, heat preservation sloping layer, screed-coat are located at the outside of the first waterproof layer, the first waterproof layer will not be subject to sunlight, sleet erosion and Aging so that waterproof effect is guaranteed, extends the service life of waterproof construction.But the protection of waterproof layer is not taken Technical measures.
The content of the invention
The object of the present invention is to provide a kind of roofing ultrastrong water-proof structure, waterproof layer structure connection and reasonable arrangement can obtain It is effectively protected, water resistance is reliable, avoids rain leakage.The present invention also provides the construction method of roofing ultrastrong water-proof structure, It can ensure the outstanding water resistance of the Wu faces Fang Shui Knot structures.
Roofing ultrastrong water-proof structure of the present invention including the pea gravel concreten layer being located above roof, is located at roof Following Gang Jin Hun Ning Tu Knot structures layer, the screed-coat being located above the Gang Jin Hun Ning Tu Knot structure layers, it is characterized in that:
Slow is equipped with above the screed-coat and rushes layer, the Slow rushes layer and is laid in the screed-coat for polyethylene On, polyethylene overlapping part is integral using spot welding connection;
It is rushed in the Slow above layer and is equipped with superpower waterproof layer, the superpower waterproof layer is laid in described for polyethylene film Slow rush on layer, polyethylene film overlapping part is integral using single seam weld, connection;Steel is stretched out on the periphery of the waterproof layer Tendon concrete structure layer 250-300mm, and stretch into the groove of parapet;
One layer of heat preservation heat insulation layer is equipped with above the superpower waterproof layer, the heat preservation heat insulation layer steeps for polyurethane Droplets is laid in for material on lower waterproof layer, and using spot welding, connection is integral poly- ammoniacum bubble Droplets overlapping parts;
Waterproof layer is equipped with above the heat preservation heat insulation layer;The waterproof layer is laid in the heat preservation for polyethylene film On heat insulation layer, polyethylene film overlapping part is integral using single seam weld, connection;Reinforcing bar is stretched out on four sides of the waterproof layer Concrete 250-300mm, and stretch into the groove of parapet;
Slow is equipped with above the waterproof layer and rushes layer, it is described in polyethylene is laid in that the upper Slow, which rushes layer, On waterproof layer, polyethylene overlapping part is integral using brave connect of spot welding;
The Slow rushes layer the upper surface of to be equipped with the steel of juxtaposition in length and breadth in pea gravel concreten layer described in pea gravel concreten layer Muscle net.
The roof covering water-proof structure further includes vertical and horizontal discharge outlet water repellent components;The vertical and horizontal draining Mouth water repellent component is located at the discharge outlet outer catheter of Gang Jin Hun Ning Tu Knot structure layer osculum inner walls, coordinates with discharge outlet outer catheter inner wall Outer ill-matched discharge outlet internal lining pipe composition, the outer discharge outlet component and internal drainage mouth component by a cylinder and are connected to The annulus of cylinder one end is formed;And the outer diameter of internal drainage mouth component cylinder is less than the internal diameter of outer discharge outlet component cylinder, interior row The length of spout member cylinder is not more than the length of outer discharge outlet component cylinder;The outer discharge outlet component and internal drainage mouth component Polyethylene film is used to be made for material;The annulus of described outer discharge outlet component one end is welded with the superpower waterproof layer It is integrated, it is whole that the annulus of described internal drainage mouth component one end with the waterproof layer is welded as one.
The super waterproof Knot structures of the roofing, further include pipeline waterproof component;The pipeline waterproof component by flashing member, It is formed with the flashing member of flashing member outer wall cooperation, the flashing member and flashing member by a cylinder and are connected to cylinder The annulus of one end is formed, and polyethylene film is used to be made for material;The internal diameter of the flashing member cylinder is with stretching out roofing The outer diameter of pipeline is adapted;The annulus of described flashing member one end is welded with the waterproof layer;The flashing member is sleeved on waterproof Outside component, the annulus of described upper flashing member one end is welded as a whole with the waterproof layer.
Further, it is 0.3-1.5mm (millimeter) for making the polyethylene film material thickness of superpower waterproof layer and waterproof layer.
The construction method of the super waterproof Knot structures of roofing of the present invention, it is characterised in that comprise the following steps:
The first step rinses reinforced concrete structure layer;Reinforced concrete structure layer surface is rinsed well with tap water, it is described Reinforced concrete structure layer is cast-in-situ steel reinforced concrete roofing or hollow pre-fabricated panels structure sheaf;
Second step is laid with screed-coat;It is laid with cement mortar above Gang Jin Hun Ning Tu Knot structure layers, it is levelling, be compacted, smear Light forms screed-coat, and the setting position for mixing solidifying soil Knot structure layers in steel muscle simultaneously sets osculum, is installed in the osculum Outer discharge outlet and outer catheter;
3rd step is laid with buffer layer;Dry-laids are using polyethylene as the buffer layer of material after first clearing up screed-coat, poly- second It being laid between alkene foam using overlapping mode, the periphery of buffer layer is flushed with reinforced concrete structure layer periphery, and using spot welding Mode is welded as a whole, and spot pitch is 300-500mm (millimeter);
4th step is laid with superpower waterproof layer;The polyethylene film that laying depth is 0.3-1.5mm on buffer layer is material Superpower waterproof layer, be welded as a whole using single seam welding mode between polyethylene film, steel is stretched out on the periphery of superpower waterproof layer Tendon concrete structure layer 250-300mm, and stretch into the groove of parapet;The outer row of the welding that punches simultaneously in osculum corresponding position Gate structure part;The cylinder of outer discharge outlet component stretches into discharge outlet outer catheter Inner, annulus and the superpower waterproof of outer discharge outlet component It is whole that layer is welded as one;Flashing member is welded at protrusion roof pipeline, roofing pipe is protruded in cylinder and the lower end of the waterproof construction part The outer wall cooperation in road, and roofing 250-300mm is stretched out, the annulus of flashing member is welded as a whole with superpower waterproof layer;
5th step is laid with heat preservation heat insulation layer;It is laid on superpower waterproof layer using poly- An Pao Droplets as heat preservation heat insulation layer, poly- ammonia Pao Droplets overlapping parts are welded as a whole using spot welding mode;Keep the temperature the periphery of heat insulation layer and the week of reinforced concrete structure layer While flushing, i.e., do not stretch into parapet;
6th step is laid with waterproof layer;Laying depth is that the polyethylene film of 0.3-1.5mm thickness is material on heat preservation heat insulation layer The waterproof layer of material, the overlapping part of polyethylene film are welded as a whole using Dan Sew welding manners, and the periphery of waterproof layer is stretched out Reinforced concrete structure layer 200-300mm, and stretch into the groove of parapet;
It punches at position corresponding with osculum, and internal drainage mouth component is welded at the position that punches, internal drainage mouth component Cylinder stretches into the mouth cylinder Inner of outer discharge outlet component, and the annulus of internal drainage mouth component is welded as a whole with waterproof layer, and inside Installation discharge outlet internal lining pipe in the cylinder of discharge outlet component;
Flashing member, the cylinder inner wall of the flashing member and the flashing member cylinder are welded at protrusion roof pipeline Outer wall cooperation, and stretch out roofing surface layer 250-300mm, annulus and the waterproof layer of the flashing member are welded as a whole;
7th step is laid with buffer layer;It is laid on waterproof layer using polyethylene as the buffer layer of material, polyethylene It is laid with using overlapping mode between Pao Droplets, and is welded as a whole using spot welding mode, spot pitch 300-500mm;
8th step is laid with pea gravel concreten layer;Pea gravel concreten layer is laid on upper buffer layer, before laying, will first be stretched Enter the inside backrush in polyethylene film periphery in the groove of parapet, then, steel pipe is fixed on the periphery of parapet in order to be laid with Bar-mat reinforcement;When being laid with reinforcing bar, stretch reinforcing back and forth with φ 4mm reinforcing bars and hang on the steel pipe of parapet surrounding, form bar-mat reinforcement, steel Muscle net is forbidden being bound with tied silk;Bar-mat reinforcement is paved into 150mm before being laid with pea gravel concreten, re-lays pea gravel concreten afterwards Layer takes out the steel pipe for being fixed on parapet surrounding, the polyethylene film of backrush is returned in the groove of parapet, is done general after two hours Water process.
Compared to the prior art, the present invention has the following advantages:
(1) water-proofing treatment is carried out between screed-coat and pea gravel concreten layer, reasonable structural arrangement can be to avoid empty gas pollution Dye, ultraviolet radiation, metallic dust, mushroom, dimension biology, water and thermal energy accelerate the failure;Frost, snow insult the oxidation frozen to waterproof material It decomposes and destroys, ensure its long-term service life;
(2) without being bonded up and down between superpower waterproof layer, heat preservation heat insulation layer, waterproof layer and buffer layer, discharge outlet surpasses Strong waterproof layer and waterproof layer devise longitudinal transverse directions discharge outlet components, stretch out layer roof pipeline and are all devised (including foul smell pipe) Waterproof construction component can ensure that the variation of its Sui Huan Base-on-environment shrinks freely, avoid the drawing crack each other in weight or displacement, ensure it Water resistance;Heat preservation heat insulation layer is located between superpower waterproof layer and waterproof layer, without water penetration, improves heat insulation effect.
(3) tied silk binding processing is not made to the reinforcing bar of microlith coagulation scholar layer, to avoid destruction of the tied silk to waterproof layer, into one Step ensure that the water resistance of this roof covering water-proof structure.
(4) discharge outlet has made discharge outlet water repellent component by material of polyethylene film, is the double-layer structure with annulus, is welded in It forms and is integral on waterproof layer and superpower waterproof layer, water is directly discharged into downcomer, and discharge outlet water repellent component is inside and outside pipe Pipe protection can extend its service life and without damage.
The waterproof durable time limit of this roof covering water-proof structure is more than existing numerous waterproof construction , Longitude Chongqing City detection research institutes The degradation of model and waterproof material to this roof covering water-proof structure is as a result, annual aging characteristic is zero, and matter more original than masterbatch The more excellent 10-20% of physical property, through testing waterproof service life more than 70 years, without repair.
Description of the drawings
Fig. 1 is the schematic diagram of the present invention;
Fig. 2 is the structure diagram of longitudinal drainage mouth component;
Fig. 3 is the structure diagram of outer discharge outlet component or internal drainage mouth component;
Fig. 4 is the top view of Fig. 3;
Fig. 5 is the structure diagram of pipeline waterproof component;
Fig. 6 is the structure diagram of lower flashing member or upper flashing member;
Fig. 7 is the top view of Fig. 6;
Fig. 8 is the structure diagram of the bar-mat reinforcement in pea gravel concreten layer.
In figure:1- Gang Jin Hun Ning Tu Knot structure layers, 2- screed-coats, Slow rushes layer under 3-, waterproof layer under 4-, and 5- heat preservations are exhausted Thermosphere, the upper waterproof layers of 6-, the upper buffer layers of 7-, 8- pea gravel concreten layers;
9- longitudinal drainage mouth components, 90- discharge outlet outer catheters, the outer discharge outlet components of 91-, 92- internal drainage mouth components, 93- discharge outlet internal lining pipes;
10- stretches out layer roof pipeline (including foul smell pipe);
11- pipeline waterproof components;Flashing member under 111-, the upper flashing members of 112-;
12- parapets, 13- steel pipes, 14- bar-mat reinforcements.
Specific embodiment
The present invention is described further below in conjunction with the accompanying drawings.
Referring to shown in Fig. 1 to Fig. 8:Roofing ultrastrong water-proof structure, including the pea gravel concreten layer 8 being located above roof, if Gang Jin Hun Ning Tu Knot structures layer 1 below roof, the screed-coat 2 being located above the reinforced concrete structure layer;
Slow is equipped with above the screed-coat 2 and rushes layer 3, the Slow rush layer be laid in for polyethylene it is described levelling Not be bonded between screed-coat on layer, polyethylene overlapping part is integral using spot welding connection;
It is rushed in the Slow on layer 3 and is equipped with superpower waterproof layer 4, the superpower waterproof layer is that polyethylene film is that material is put down It is layered on the Slow to rush on layer, not be bonded between rushing layer with Slow, it is whole to be connected as one using single seam weld for the overlapping part of polyethylene film Body;Slow is equipped on screed-coat and rushes layer, the wedge angle of the protrusion on screed-coat or stone can effectively be avoided to damage superpower Waterproof layer ensures that waterproof quality water resistance maturations is reliable with the excellent for ensuring superpower waterproof layer;It is described superpower anti- Reinforced concrete structure layer 250-300mm is stretched out on the periphery of water layer, and stretches into the groove of parapet (12);
Superpower waterproof layer can be protected from extraneous ring by being equipped with heat preservation heat insulation layer in described superpower waterproof layer (4) the upper surface of The influence of border factor and oxidation can not also set heat preservation heat insulation layer heat preservation heat insulation layer 5 as needed, and the heat preservation heat insulation layer is poly- Ammoniacum Pao Droplets are laid on superpower waterproof layer for material, under upper between be not bonded, Ju ammoniacum Pao Droplets overlapping parts use point Weldering, connection are integral;
Waterproof layer 6 is equipped on the heat preservation heat insulation layer 5, it, can be on superpower waterproof layer if do not set heat preservation heat insulation layer Direct water layer of setting up defences;The waterproof layer is that polyethylene film is that material is laid on the heat preservation heat insulation layer or superpower waterproof layer, Not be bonded between heat preservation heat insulation layer or waterproof layer, polyethylene film overlapping part is integral using single seam weld, connection;It is described anti- Reinforced concrete structure layer 250-300mm is stretched out on four sides of water layer 6, and stretches into the groove of parapet (12);
Slow is equipped on the waterproof layer 6 is and rushes layer 7, the Slow rushes layer and is laid in the waterproof for polyethylene Not be bonded between waterproof layer on layer, polyethylene overlapping part uses spot welding, is welded as a whole;
The Slow rushes layer 7 the upper surface of as pea gravel concreten layer 8;Slow is laid with above waterproof layer and rushes layer, it can be effective The protrusion of pea gravel concreten layer or wedge angle damage waterproof layer are avoided, so that it is guaranteed that the reliability of the water resistance of waterproof layer;It is described The bar-mat reinforcement 14 of juxtaposition in length and breadth is equipped in pea gravel concreten layer 8.Bar-mat reinforcement infall is bound without tied silk, to avoid tied silk Puncture waterproof layer.
The roof covering water-proof structure further includes longitudinal direction and mould to discharge outlet component 9;The longitudinal drainage mouth component 9 by The discharge outlet outer catheter 90 for being located at 1 osculum inner wall of reinforced concrete structure layer, the outer row coordinated with discharge outlet outer catheter inner wall Spout member 91, the row with the internal drainage mouth component 92 of outer discharge outlet component inner wall cooperation and with the cooperation of internal drainage mouth component inner wall Mouth of a river internal lining pipe 93 forms, and the outer discharge outlet component 91 and internal drainage mouth component 92 by a cylinder and are connected to cylinder one end Annulus form, polyethylene film is used to be made for material;And the outer diameter of 92 cylinder of internal drainage mouth component is less than outer draining The internal diameter of mouth 91 cylinder of component, the length of 92 cylinder of internal drainage mouth component are not more than the length of outer 91 cylinder of discharge outlet component;Institute It states outer discharge outlet component 91 and internal drainage mouth component 92 uses polyethylene film to be made for material;The outer discharge outlet component The annulus of 91 one end and the superpower waterproof layer 4 be welded as it is one whole, the annulus of described 92 one end of internal drainage mouth component with it is described Waterproof layer 6 is welded as a whole.
The roofing ultrastrong water-proof structure further includes pipeline waterproof component 11;The pipeline waterproof component 11 is by waterproof Component 111, the flashing member 112 coordinated with superpower flashing member outer wall form, the superpower flashing member 111 and flashing member 112 are made of a cylinder with the annulus for being connected to cylinder one end, and polyethylene film is used to be made for material;It is described superpower anti- The internal diameter of 111 cylinder of water component is adapted with stretching out the outer diameter of roof pipeline (including bromine tracheae);The superpower waterproof layer component The annulus of 111 one end is welded as a whole with the superpower waterproof layer 4;The flashing member 112 is sleeved on superpower flashing member 111 Outside, the annulus and the waterproof layer 6 of described 112 one end of flashing member are welded as a whole.This structure thoroughly effects a radical cure water outlet Protrude the pipeline scent pore waterproof layers of roofing and the infiltration hidden danger of the overboard grades of superpower waterproof layer.
The construction method of roofing ultrastrong water-proof structure of the present invention, comprises the following steps:
The first step rinses reinforced concrete structure layer;Reinforced concrete structure layer 1, the steel are rinsed well with tap water Jin Hun Ning Tu Knot structures layer is cast-in-situ steel reinforced concrete roofing or hollow pre-fabricated panels;
Second step is laid with screed-coat;It is laid with cement mortar above reinforced concrete structure layer 1, it is levelling, be compacted, smear Light forms screed-coat 2, and sets osculum at the setting position of reinforced concrete structure layer 1 simultaneously, installed in osculum Outer discharge outlet and outer catheter 90;
3rd step is laid with buffer layer;Dry-laids polyethylene is the buffer layer 3 of material, polyethylene after first clearing up screed-coat It is laid with using overlapping mode between foam, and is welded as a whole using spot welding mode, spot welding spacing is 300-500mm;
4th step is laid with waterproof layer;The polyethylene film that laying depth is 0.3-1.5mm above buffer layer 3 is waterproof Layer 4 is welded as a whole using single seam welding mode between polyethylene film, and armored concrete knot is stretched out on four sides of superpower waterproof layer Structure layer 250-350mm, and stretch into the groove of parapet 12;Punch the outer discharge outlet component of welding in osculum corresponding position simultaneously 91;The cylinder of the outer discharge outlet component stretches into 90 Inner of discharge outlet outer catheter, the annulus of the outer discharge outlet component and superpower waterproof layer 4 It is whole to be welded as one;Flashing member 111, cylinder and the lower end and protrusion roofing of the flashing member are welded at protrusion roof pipeline 10 The outer wall cooperation of pipeline 10, and stretches out roofing 250-350mm, and it is whole that the annulus of the flashing member with super Strong waterproof layers 4 is welded as one Body;
5th step is laid with heat preservation heat insulation layer;It is adiabatic that the heat preservation that poly- An Pao Droplets are material is laid with above superpower waterproof layer 4 Layer 5, poly- An Pao Droplets overlapping parts are welded as a whole using spot welding mode;Keep the temperature periphery and the reinforced concrete structure of heat insulation layer The periphery of layer 1 flushes, i.e., does not stretch into parapet;
6th step is laid with waterproof layer;It is keeping the temperature the polyethylene film that laying depth is 0.3-1.5mm above heat insulation layer 5 Waterproof layer 6, polyethylene film overlapping part are welded as a whole using Dan Sew welding manners, and the periphery of waterproof layer is stretched out reinforcing bar and mixed Xtah Crude Clay structure layer 250-300mm, and stretch into the groove of parapet 12;
It punches at position corresponding with osculum, and in the position welding internal drainage mouth component 92 that punches, the internal drainage mouth structure The cylinder of part stretches into the mouth cylinder Inner of outer discharge outlet component, and annulus and the waterproof layer 6 of the internal drainage mouth component are welded as a whole, And internal drainage mouth and internal lining pipe 93 are installed in the cylinder of the internal drainage mouth component, to prevent the internal drainage mouth deformation of member, favorably It is unblocked in draining;
Flashing member 112 is welded at protrusion roof pipeline 10, the cylinder inner wall of the upper flashing member is prevented with described The outer wall cooperation of 112 cylinder of water component, and roofing surface layer 250-300mm is stretched out, annulus and the waterproof layer 6 of the upper flashing member It is welded as a whole;
7th step is laid with buffer layer;The buffer layer 7 that polyethylene is material, polyethylene bubble are laid on waterproof layer 6 It is laid with using overlapping mode between foam, and is welded as a whole using spot welding mode, spot pitch 300-500mm;
8th step is laid with pea gravel concreten layer;Pea gravel concreten layer 8 is laid with above buffer layer 7, before laying, first will Stretch into the inside backrush in periphery of the polyethylene film in the groove of parapet 12, then, parapet surrounding fix steel pipe 13 with Just it is laid with bar-mat reinforcement;When being laid with bar-mat reinforcement, stretch reinforcing back and forth with φ 4mm reinforcing bars and hang on the steel pipe 13 of parapet surrounding, shape Into bar-mat reinforcement 14, bar-mat reinforcement is forbidden being bound with tied silk;Pea gravel concreten is laid with afterwards, is taken out after two hours and is fixed on parapet 12 Surrounding steel pipe, the polyethylene film of backrush is returned in the groove of parapet 12 and is tamped with cement mortar, light is helped and does flashing Processing.
Is paved bar-mat reinforcement with the stone of 10-15mm after bar-mat reinforcement Pu Let are complete, is laid with pea gravel concreten, is rolled warehouse and help Light.
After pea gravel concreten is laid with two hours, the steel pipe of surrounding is taken out, the polyethylene film of backrush is returned into design position, The upward Dou of parapet certain altitude is stretched into daughter's Wall grooves, with 1:, Xia Sew and light is helped in 2 cement mortar grouting reality.Steel bar end It returns only daughter Wall to do the general Water treatment pressure of surrounding again and buy troweling paste mixing daughter Wall, and pushes down flashing connector, the poly- second of water outlet Alkene film Even fittings should stretch into protection pipe Inner, Even and connect drainpipe and water outlet of the installation with drainpipe same type size inside waterproof case Mouthful, for draining, the pipeline waterproof component of roofing is protruded, is bound securely with iron wire, strictly being sealed with coagulation prevents percolating water.
Each position Fen Ge Sew are after seven days, using Li Qing Guan Sew;Design flower pond person in roofing surface layer does not have to disconnect bar-mat reinforcement not yet Secondary waterproof processing need to be done.
What the waterproof of this structure was realized in:Rainwater leaks out to Slow through pea gravel concreten layer 8 and rushes layer 7, will if water is few It is all absorbed by water suction rebound layer, treats to vapor away when fine day.When rainwater is slightly more, waterproof layer 6 will be leaked out to, by waterproof layer Longitude internal drainages mouth is discharged, if waterproof layer is damaged, do not find to leak out to superpower waterproof layer 4 will be discharged again through outer discharge outlet from And ensure the water resistance of this roof covering water-proof structure.
Above-described embodiment is the optimal structure of waterproof effect, and the specific needs of root Ju waterproof in said structure can also Do not set heat preservation heat insulation layer 5.
This structure is as follows through tests below situations:
Under conditions of technical know-how, 1987 by this Wu faces Fang Shui Knot structures it is tentative for live select building roof waterproof, roofing Product 500m2, in August, 2016 after testing without any part leakage.
Under conditions of secrecy, 1989 tentative in house building roof, roofing to accumulate by the anti-water Knot structures in this room face 260m2, carry out destructive testing locally 660 kilograms/m of exceeded compression2And often there are ponding many places, surface finds cracking, there is tortoise Pattern becomes a fine day 1-2 days, and water accumulation leaking to superpower waterproof layer is discharged by outer discharge outlet, do not find percolating water.
Water outlet in above example is:The vertical or horizontal universal discharge outlet of.According to actual conditions, should use upper The waterproof material for stating phase homogenous quantities is fabricated to the small discharge outlet discharge outlet length of the big of different-diameter according to downcomer mounting distance It determines, each water outlet together with welding of superpower waterproof layer and waterproof layer is respectively welded on super Strong waterproof layers and waterproof layer.Anti- A piece drainpipe with drainpipe same model of installation is used for draining and installs the interior row of band edge in the water outlet that water material makes The mouth of a river, the water outlet that waterproof material makes, outside install a draining protection pipe additional, protect the discharge outlet of drainpipe polyethylene film not By ultraviolet radiation or damage, protective layer can be done with concrete or cement mortar when having ready conditions.

Claims (5)

1. roofing ultrastrong water-proof structure, including the pea gravel concreten layer (8) being located above roof, the reinforcing bar being located at below roof mixes Ning Tu Knot structures layers (1), the screed-coat (2) being located above the Gang Jin Hun Ning Tu Knot structure layers, it is characterized in that:
Slow is equipped on the screed-coat (2) and rushes layer (3), it is that polyethylene is that material is laid in described look for that the Slow, which rushes layer, On flat bed, polyethylene overlapping part is integral using spot welding connection;
Layer (3) the upper surface of is rushed in the Slow and is equipped with superpower waterproof layer (4), and the superpower waterproof layer is laid in institute for polyethylene film It states Slow to rush on layer, polyethylene film overlapping part is integral using single seam welding, connection;The periphery of the waterproof layer is stretched out Reinforced concrete structure layer (9) 250-350mm, and stretch into the groove of parapet (12);
One layer of heat preservation heat insulation layer (5) is equipped on the superpower waterproof layer (4), the heat preservation heat insulation layer is polyurethane semihard Matter bubble Droplets is laid on superpower waterproof layer, and using spot welding, connection is integral poly- ammoniacum bubble Droplets overlapping parts;
Waterproof layer (6) is equipped in described heat preservation heat insulation layer (5) the upper surface of;The waterproof layer is laid in the guarantor for polyethylene film On warm heat insulation layer, polyethylene film overlapping part is integral using single seam welding;Steel is stretched out on the periphery of the waterproof layer (6) Tendon concrete structure layer (9) 250-300mm, and stretch into the groove of parapet (12);
Slow is equipped on the waterproof layer (6) and rushes layer (7), the Slow rush layer for polyethylene be laid in waterproof layer it On, polyethylene overlapping part is integral using spot welding connection;
The Slow, which is rushed on layer (7), to be set to be equipped with juxtaposition in length and breadth in pea gravel concreten layer (8) the pea gravel concreten layer (8) Bar-mat reinforcement (14).
2. roofing ultrastrong water-proof structure according to claim 1 or 2, it is characterized in that:Further include vertical and horizontal discharge outlet Component (9);The longitudinal direction and horizontally-arranged Nozzle assemblies (9) mix the discharge outlet of solidifying soil Knot structures layer (1) osculum inner wall by being located at steel muscle What outer catheter (90), the outer discharge outlet component (91) coordinated with discharge outlet outer catheter inner wall and outer discharge outlet component inner wall coordinated Internal drainage mouth component (92) and discharge outlet internal lining pipe (93) composition with the cooperation of internal drainage mouth component inner wall, the outer discharge outlet structure Part (91) and internal drainage mouth component (92) are made of a cylinder with the annulus for being welded on cylinder one end;And internal drainage mouth component (92) outside the outer diameter of cylinder is less than the internal diameter of outer discharge outlet component (91) cylinder, the length of internal drainage mouth component (92) cylinder is more than The length of discharge outlet component (91) cylinder;The outer discharge outlet component (91) and internal drainage mouth component (92) use polyethylene film It is made of material;The annulus of described outer discharge outlet component (91) one end is welded with the superpower waterproof layer (4), the internal drainage mouth The annulus of component (92) one end is welded with the waterproof layer (6).
3. Fang Shui Knot structures in Wu faces according to claim 1 or 2, it is characterized in that:Further include pipeline waterproof component (11);It is described Pipeline waterproof component (11) is formed from flashing member (111), with the flashing member (112) with flashing member outer wall, described anti- Water component (111) and flashing member (112) are made of a cylinder with the annulus for being connected to cylinder one end, using polyethylene film It is made;The internal diameter of flashing member (111) cylinder is adapted with stretching out the outer diameter of roof pipeline;The flashing member (111) The annulus of one end is welded with the superpower waterproof layer (4);The flashing member (112) is sleeved on outside superpower flashing member (111), The annulus of described flashing member (112) one end is welded as a whole with the waterproof layer (6).
4. Fang Shui Knot structures in Wu faces according to claim 1 or 2, it is characterized in that:For making superpower waterproof layer (4) and waterproof The polyethylene film thickness of layer (6) is 0.3-1.5mm.
5. the super waterproof Knot structures of roofing and construction method, it is characterised in that including carrying out according to the following steps:
The first step rinses reinforced concrete structure layer;Reinforced concrete structure layer surface (1) is rinsed well with tap water, it is described Reinforced concrete structure layer is cast-in-situ steel reinforced concrete roofing or hollowcore precast flaggy;
Second step is laid with screed-coat;The laying cement mortar above of solidifying soil Knot structures layer (1) is mixed in steel muscle, it is levelling, be compacted, troweling, Screed-coat (2) is formed, and the setting position for mixing solidifying soil Knot structures layer (1) in steel muscle simultaneously sets osculum, in the osculum The outer discharge outlet of installation and outer catheter (90);
3rd step is laid with buffer layer;Dry-laids are using polyethylene as the buffer layer (3) of material, polyethylene after first clearing up screed-coat It being laid between foam using overlapping mode, the periphery of buffer layer is flushed with reinforced concrete structure layer (1) periphery, and using spot welding Mode is welded as a whole, spot pitch 300-500mm;
4th step is laid with superpower waterproof layer;Laying depth is the polyethylene film material of 0.3-1.5mm on buffer layer (3) Superpower waterproof layer (4), be welded as a whole using single seam welding mode between polyethylene film, the periphery of superpower waterproof layer is stretched out Reinforced concrete structure layer (9) 250-300mm, and stretch into the groove of parapet (12);It punches simultaneously in osculum corresponding position The outer discharge outlet component (91) of welding;The cylinder of the outer discharge outlet component stretches into discharge outlet outer catheter (90) Inner, the outer discharge outlet structure The annulus of part is welded as a whole with superpower waterproof layer (4);Roofing ultrastrong water-proof structure is welded at protrusion roof pipeline (10) Part (111), the cylinder lower end of the flashing member coordinates with the outer wall of protrusion roof pipeline (10), and stretches out roofing 250- 300mm, the annulus of the flashing member are welded with superpower waterproof layer (4);
5th step is laid with heat preservation heat insulation layer;Poly- An Pao Droplets are laid on superpower waterproof layer (4) as heat preservation heat insulation layer (5), poly- ammonia Pao Droplets overlapping parts are welded as a whole using spot welding mode;Keep the temperature four sides of heat insulation layer and reinforced concrete structure layer (1) Four sides flush, and do not stretch into parapet;
6th step is laid with waterproof layer;The polyethylene film that laying depth is 0.3-1.5mm on heat preservation heat insulation layer (5) is waterproof Layer (6), polyethylene film overlapping part are welded as a whole using Dan Sew welding manners, and reinforced concrete is stretched out on the periphery of waterproof layer Soil structure layer (9) 250-300mm, and stretch into the groove of parapet (12);
It punches at position corresponding with osculum, and in the position installation internal drainage mouth component (92) that punches, the internal drainage mouth component Cylinder stretch into the mouth cylinder Inner of outer discharge outlet component, annulus and the waterproof layer (6) of internal drainage mouth component are welded as a whole, and Internal drainage mouth and interior stay tube (93) are installed in the cylinder of the internal drainage mouth component;
Flashing member (112), the cylinder inner wall of the flashing member and the waterproof structure are welded at protrusion roof pipeline (10) The outer wall cooperation of part (112) cylinder, and roofing surface layer 250-300mm is stretched out, annulus and the waterproof layer (6) of the flashing member weld It connects and is integral;
7th step is laid with buffer layer;Be laid on waterproof layer (6) with polyethylene buffer layer (7), polyethylene it Between be laid with using overlapping mode, and be welded as a whole using spot welding mode, spot pitch 300-500mm;
8th step is laid with pea gravel concreten layer;Pea gravel concreten layer (8) is laid in buffer layer (7) the upper surface of, before laying, first will The inside backrush in periphery of the polyethylene film in the groove of parapet (12) is stretched into, then, steel pipe is fixed in the surrounding of parapet (13) to be laid with bar-mat reinforcement;When being laid with bar-mat reinforcement, the steel pipe that reinforcing hangs over parapet surrounding is stretched back and forth with φ 4mm reinforcing bars (13) on, bar-mat reinforcement (14) is formed, bar-mat reinforcement is forbidden being bound with tied silk;Bar-mat reinforcement is paved before being laid with pea gravel concreten 20mm re-lays pea gravel concreten layer afterwards, the steel pipe for the surrounding for being fixed on parapet (12) is taken out after two hours, by backrush Polyethylene film returns in the groove of parapet (12) and is tamped, flattened with cement mortar, helping light, and does flashing processing.
CN201611038247.8A 2016-11-10 2016-11-10 Roofing ultrastrong water-proof structure and construction method Pending CN108071197A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201611038247.8A CN108071197A (en) 2016-11-10 2016-11-10 Roofing ultrastrong water-proof structure and construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201611038247.8A CN108071197A (en) 2016-11-10 2016-11-10 Roofing ultrastrong water-proof structure and construction method

Publications (1)

Publication Number Publication Date
CN108071197A true CN108071197A (en) 2018-05-25

Family

ID=62161315

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201611038247.8A Pending CN108071197A (en) 2016-11-10 2016-11-10 Roofing ultrastrong water-proof structure and construction method

Country Status (1)

Country Link
CN (1) CN108071197A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109184090A (en) * 2018-09-21 2019-01-11 北京朗坤防水材料有限公司 A kind of waterproof construction method at the top of house
CN115030415A (en) * 2022-06-27 2022-09-09 湖北中喆建设工程有限公司 Heat-preservation balcony drainage structure and construction method thereof

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1405420A (en) * 2001-09-19 2003-03-26 胡文彪 Roofing ultrastrong water-proof structure and its construction method
CN101831994A (en) * 2010-04-30 2010-09-15 唐山德生防水材料有限公司 Double-layer waterproof and double-layer water exhaust structure of heat insulation house surface and construction method thereof
CN202810024U (en) * 2012-08-24 2013-03-20 叶长青 Roof water-proof structure
KR20140012571A (en) * 2012-07-19 2014-02-03 주식회사 부일건화 Structure of exterior insulation and waterproof and constructing method thereof
CN203867094U (en) * 2014-05-28 2014-10-08 杭州零壹城市建筑咨询有限公司 Top floor track
CN204826448U (en) * 2015-08-24 2015-12-02 唐山德生防水股份有限公司 Double -deck heat preservation roofing structure of double -deck waterproof double -deck drainage
CN205077733U (en) * 2015-10-19 2016-03-09 北京汇英利防水技术有限公司 Waterproof roof boarding of flat roof deck

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1405420A (en) * 2001-09-19 2003-03-26 胡文彪 Roofing ultrastrong water-proof structure and its construction method
CN101831994A (en) * 2010-04-30 2010-09-15 唐山德生防水材料有限公司 Double-layer waterproof and double-layer water exhaust structure of heat insulation house surface and construction method thereof
KR20140012571A (en) * 2012-07-19 2014-02-03 주식회사 부일건화 Structure of exterior insulation and waterproof and constructing method thereof
CN202810024U (en) * 2012-08-24 2013-03-20 叶长青 Roof water-proof structure
CN203867094U (en) * 2014-05-28 2014-10-08 杭州零壹城市建筑咨询有限公司 Top floor track
CN204826448U (en) * 2015-08-24 2015-12-02 唐山德生防水股份有限公司 Double -deck heat preservation roofing structure of double -deck waterproof double -deck drainage
CN205077733U (en) * 2015-10-19 2016-03-09 北京汇英利防水技术有限公司 Waterproof roof boarding of flat roof deck

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109184090A (en) * 2018-09-21 2019-01-11 北京朗坤防水材料有限公司 A kind of waterproof construction method at the top of house
CN115030415A (en) * 2022-06-27 2022-09-09 湖北中喆建设工程有限公司 Heat-preservation balcony drainage structure and construction method thereof

Similar Documents

Publication Publication Date Title
CN101298782B (en) Method and system for basement engineering water proof and water drain
CN106703084A (en) Waterproofing treatment method and system of construction joint structure of plane and elevation structure junction areas of basement
KR101819641B1 (en) Multilayer Mat using Geotextile and Polymer Cement Mortar and Construction Method using thereof
CN104652495A (en) Waterproof construction process for joint of inner support upright post of foundation pit and bottom plate
CN113737809B (en) Waterproof construction method for lattice column crossing pipe gallery
CN108071197A (en) Roofing ultrastrong water-proof structure and construction method
CN102912945A (en) Roof compound seepage-proofing steam exhausting hole detail treatment technology
CN112012763B (en) Construction method of double-layer primary support multi-arch tunnel structure
CN205557323U (en) Hinge joint drainage structures
CN206521696U (en) A kind of bridge drainage system
CN105735206B (en) The reparation structure and construction method of severe cold area morbid state concrete gravity dam
CN115030556B (en) Repairing and reinforcing method for exposed wall old building of brick
CN204475379U (en) Shorten the basement post-pouring zone in Dewatering cycle
CN106088758A (en) A kind of double-deck assembled underground granary
CN105926437B (en) One kind hinge seam discharge structure and its construction method
CN205711985U (en) The reparation structure of severe cold area morbid state concrete gravity dam
CN103572783B (en) Comprehensive method for preventing crack and water of basement project
CN213268014U (en) Corrugated cover plate mounting structure for advanced construction of roof post-cast strip
CN109296011A (en) Underground structrue engineering concrete structure seam waterproof construction technology
CN114809592A (en) Post-cast strip wall formwork structure and construction method for advanced water stop of outer wall post-cast strip
JP7138281B2 (en) Embankment wall structure
RU104588U1 (en) ROOF DESIGN
CN206090636U (en) Structure is handled to leading stagnant water in basement bottom plate post -cast strip
KR102714639B1 (en) Pillar wall for utility tunnels that maximizes productivity and economy through high-quality manufacturability, easy workability, construction safety, and shortened construction period, and a construction method for utility tunnels using the above Pillar walls
CN219672265U (en) Novel pond leak protection device

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
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20180525