CN109183839A - A kind of pipe gallery Waterproof Construction Technique - Google Patents

A kind of pipe gallery Waterproof Construction Technique Download PDF

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Publication number
CN109183839A
CN109183839A CN201811148872.7A CN201811148872A CN109183839A CN 109183839 A CN109183839 A CN 109183839A CN 201811148872 A CN201811148872 A CN 201811148872A CN 109183839 A CN109183839 A CN 109183839A
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China
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waterproof
coiled material
layer
laying
paving
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李庆刚
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Hebei 20 Smelting Construction Co Ltd
China MCC20 Group Corp Ltd
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Hebei 20 Smelting Construction Co Ltd
China MCC20 Group Corp Ltd
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Priority to CN201811148872.7A priority Critical patent/CN109183839A/en
Publication of CN109183839A publication Critical patent/CN109183839A/en
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/10Tunnels or galleries specially adapted to house conduits, e.g. oil pipe-lines, sewer pipes ; Making conduits in situ, e.g. of concrete ; Casings, i.e. manhole shafts, access or inspection chambers or coverings of boreholes or narrow wells
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/02Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Oil, Petroleum & Natural Gas (AREA)
  • Chemical & Material Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Road Paving Structures (AREA)

Abstract

The present invention provides a kind of pipe gallery Waterproof Construction Techniques, the following steps are included: a, large area sky paving 1.5mm thickness reaction bonded type wet-laying waterproof roll form first of base plate waterproofing, the dry viscous paving 1.5mm thickness reaction bonded type wet-laying waterproof roll of the fissure of displacement forms second base plate waterproofing on first of base plate waterproofing;B, large area wet-laying 1.5mm thickness reaction bonded type wet-laying waterproof roll forms first of side wall waterproof layer, and the dry viscous paving 1.5mm thickness reaction bonded type wet-laying waterproof roll of large area forms second side wall waterproof layer;C, large area wet-laying 1.5mm thickness reaction bonded type wet-laying waterproof roll forms first of waterproof roofing layer, and the dry viscous paving 1.5mm thickness reaction bonded type wet-laying waterproof roll of large area forms second waterproof roofing layer.Form of construction work of the present invention is easy, and waterproof sealing effect is good, is conducive to save the cost, shortens the construction period.

Description

A kind of pipe gallery Waterproof Construction Technique
Technical field
The present invention relates to pipe gallery waterproof construction technology fields, and in particular to a kind of pipe gallery Waterproof Construction Technique.
Background technique
Underground pipe gallery main body is reinforced concrete structure, and there are electric power, communication, combustion gas, water supply, heating power, row in inside A variety of pipelines such as water, according to current design requirement, Pipe rack design life is no less than 100 years.The construction of piping lane engineering Feature: first is that fully buried underground engineering, 360 ° omni-directional are soaked;Second is that piping lane category underground engineering with shallow, by road surface green plants Root system invasion.
Over time, under the unfavorable conditions of various load external force and internal force, especially under all kinds of corrosive environments, Steel bar corrosion, expansion are brought, and then the problems such as peeling of concrete, bearing capacity reduction and lost of life occurs.Piping lane percolating water Appearance be easy to cause city " paralysis ", once the guarantee electric power of city operations, communication, radio and television, water supply, draining, heating power, The important infrastructures such as combustion gas can not just produce use, city will fall into it is a piece of it is flurried among.Cable meets water, it is possible to induce fire Calamity;Fire is met in combustion gas, then most probably causes explosion.In recent years because leakage explosion caused by underground utilities, road surface such as collapse at the events frequency Hair carrys out serious security risk to city operations safety belt.Although having some methods about waterproof construction, coiled material at present Process of deployment is relative complex, long in time limit, and sealing is insecure, and drainage is easy to appear when hydraulic pressure is higher.
Summary of the invention
The purpose of the present invention is to provide a kind of pipe gallery Waterproof Construction Techniques, multiple to solve existing construction method operation The problem of miscellaneous, sealing is insecure, is easy leak.
The purpose of the present invention is what is be achieved through the following technical solutions: a kind of pipe gallery Waterproof Construction Technique, including with Lower step:
A, Slab Waterproof Construction technique
The protrusion of bottom plate basal plane is cleaned out, bottom plate basal plane height error is in 5~8 ㎜;
It determining installation of membrane direction, reference line is popped up on basal plane, the distance between reference line is the width of a width coiled material, according to The width of selected coiled material reserves the no less than overlapping the slot of 80mm;It is thick anti-by reference line large area sky paving 1.5mm after reference line bullet is good Binding type wet-laying waterproof roll is answered to form first of base plate waterproofing, the then dry viscous paving of the fissure of displacement on first of base plate waterproofing 1.5mm thickness reaction bonded type wet-laying waterproof roll forms second base plate waterproofing;Guarantor is poured on second base plate waterproofing Sheath;
In construction, bottom deformation seam is reserved, it is anti-to add one layer of 1000mm wide 1.5mm thickness reaction bonded type wet-laying in deformation joint The two sides of the enhancement layer of water coiled material, enhancement layer are sealed using waterproof sealing cream;
B, side wall Waterproof Construction Technique
First opposite side wall base face is cleared up, and determines installation of membrane direction, pops up reference line on side wall basal plane, between reference line Distance is the width of a width coiled material, reserves the no less than overlapping the slot of 80mm according to the width of selected coiled material;
It is pre-configured with lean concrete grout by the weight ratio 2:1 of cement and water, lean concrete grout is scratched on side wall basal plane, scrapes element of cementing Slurry with a thickness of 1.5~2.5mm, and the long side than coiled material to be laid, short side it is each it is wide go out 100mm, in knifing process pay attention to protect Demonstrate,prove flatness;By the 1.5mm thickness reaction bonded type wet-laying waterproof roll paving for filling lean concrete grout in being formed on side wall first Side wall waterproof layer, wet-laying carry out roll-in exhaust after the completion to guarantee that first of side wall waterproof layer and basal plane are sufficiently completely viscous;To first After road side wall waterproof layer is completely solid, the dry viscous paving 1.5mm thickness reaction bonded type macromolecule wet-laying of fissure of displacement large area is anti-on it Water coiled material is to form second side wall waterproof layer;It is laid with protective layer in time on second side wall waterproof layer;
In construction, side wall deformation joint is reserved, it is anti-to add one layer of 1000mm wide 1.5mm thickness reaction bonded type wet-laying in deformation joint The enhancement layer of water coiled material, and round bar shape foamed plastic rod is added in centre, the two sides of enhancement layer are carried out close using waterproof sealing cream Envelope;
C, waterproof roofing construction technology
First top plate basal plane is cleared up, determines installation of membrane direction, pops up reference line on top plate basal plane, between reference line Distance is the width of a width coiled material, reserves the no less than overlapping the slot of 80mm according to the width of selected coiled material;
It is pre-configured with lean concrete grout by the weight ratio 2:1 of cement and water, lean concrete grout is scratched on top plate basal plane, scrapes element of cementing Slurry with a thickness of 1.5~2.5mm, and the long side than coiled material to be laid, short side it is each it is wide go out 100mm, in knifing process pay attention to protect Demonstrate,prove flatness;Returning is lifted into the 1.5mm thickness reaction bonded type wet-laying waterproof roll one end for filling lean concrete grout, and paving is in top On plate basal plane, discharge air is scraped to both sides among coiled material with scraper plate, the lean concrete grout for scraping discharge is returned and scrapes edge sealing, coiled material The other end carries out paving processing by same procedure to form first of waterproof roofing layer;It is completely solid to first of waterproof roofing layer Afterwards, fissure of displacement large area does viscous paving 1.5mm thickness reaction bonded type macromolecule wet-laying waterproof roll to form second top on it Plate waterproof layer;It is laid with protective layer in time on second waterproof roofing layer;
In construction, roof deformation seam is reserved, it is anti-to add one layer of 1000mm wide 1.5mm thickness reaction bonded type wet-laying in deformation joint The enhancement layer of water coiled material, and round bar shape foamed plastic rod is added in centre, the two sides of enhancement layer are carried out close using waterproof sealing cream Envelope.
In work progress, the enhancement layer for the 1.5mm thickness reaction bonded type wet-laying waterproof roll that deformation joint is added is using double Glue waterproof roll in face.
The overlap of roll end should mutually stagger 1/3 not less than coiled material wide cut.
In wet-laying coiled material, the isolation film of the lap-joint of adjacent web is torn, scratches paving edge fit after lean concrete grout.
Before coiled material is laid with, all inner corner trims do R50 circular arc type, and external corner does R20 circular arc type, are both needed to add one layer at yin-yang angle The two sides of the enhancement layer of the reaction bonded type wet-laying waterproof roll of 500mm wide 1.5mm thickness, enhancement layer are carried out using waterproof sealing cream Sealing.
Compared with prior art, the invention has the following beneficial effects:
1, lasting bonding, long-acting water-proof solves the problems, such as that the waterproof layer service life is short, and physics and chemical dual can occur with concrete Reaction, grows together, and forms one layer of secured irreversible interfacial seal layer, reaches permanent irreversible sealed waterproof effect, Du Exhausted channeling water phenomenon occurs.
2, all-weather construction, full ambient engine sealing, are solved the problems, such as that waterproof material is not suitable with site environment, are applied using wet-laid process Work, basal plane humidity, moisture, out-of-flatness basal plane under can all construct, adapt to the needs to work to tight deadlines.
3, edge fit is water-tight, damaged not channeling water, solves the problems, such as that big hydraulic pressure can not be adapted to, it is anti-to react viscous coiled material lapping side 60m hydraulic pressure, edge fit are firmly bonded reliably.Key position uses waterproof sealing cream, is a kind of aqueous rubber base composite water-proof Sealing material is able to maintain caoutchouc elasticity and flexibility, has special efficacy to piping lane engineering node sealing waterproof.Breach conventional waterproof material Expect form and function, make product in stickiness paste, painting, which is scraped, does not trickle, can shape with a variety of interfaces such as concrete, metal, plastics At secure bond, reach the sealed waterproof effect of creep cracking resistance, thoroughly structure is complicated, the blowby shipwreck at interface multiplicity position for solution Topic.
4, waterproof sealing cream can be brushed at wet basal plane, complicated engineering position and multiple material interface and be applied Work can be formed and is effectively sealing adhesive, and subsequent job is simple, and subsequent construction is convenient on waterproof layer, can directly smear cement slurry Material.
5, screed-coat, base treatment agent, separation layer etc. are saved, is directly reduced investment outlay;Coiled material paving mode is carried out meticulous Arrangement, ensure that the waterproof effect of waterproof layer on the basis of time and labour saving, maintenance cost are low.
Detailed description of the invention
Fig. 1 is waterproof slab structural schematic diagram.
Fig. 2 is that bottom deformation stitches waterproof construction schematic diagram.
Fig. 3 is side wall waterproof structure for deformation seams schematic diagram.
Fig. 4 is side wall construction joint waterproof construction schematic diagram.
Fig. 5 is waterproof roofing structural schematic diagram.
Fig. 6 is that roof deformation stitches waterproof construction schematic diagram.
In figure: 1, first base plate waterproofing, 2, second base plate waterproofing, 3, first of side wall waterproof layer, 4, second Road side wall waterproof layer, 5, first of waterproof roofing layer, 6, second waterproof roofing layer.
Specific embodiment
Drawing is conscientiously audited and be familiar with to construction drawing in waterproof construction early period, understands the waterproof thin portion structure in construction Affected method and technical requirements.
It is executable through examination & approval rear for the practicable thematic arrangement and method for construction of engineering practice establishment.Before construction, do The written work of confiding a technological secret of good operating personnel.Drawing and corresponding specification are conscientiously consulted, the performance and technology of waterproof material are grasped Index and construction technology, especially waterproof receive the processing of the privileged sites such as head and yin-yang angle, accomplish to give prominence to the key points in construction, in the heart There is number.
One, Slab Waterproof Construction process flow
Bottom board concrete bed course → bottom plate substrate surface cleaning → detail treatment processing, additional enhancing construction → large area (sky paving) paving 1.5mm thickness reaction bonded type wet-laying waterproof roll → large area (dry viscous) paving 1.5mm thickness reaction bonded type wet-laying waterproof roll Press engineering design in → protective layer → top.
1, bottom plate sky spreads construction technology
(1) base treatment
Substrate surface is removed the foreign matters such as protrusion using perching knife and broom, and dust sundries is cleaned out, and substrate surface is wanted Substantially smooth, height error is in 5~8 ㎜.All inner corner trim corners do R50 circular arc type, and external corner does R20 circular arc type.Sand holes, hole It is repaired with high grade polymer mortar in hole.
Base answer it is firm, smooth, clean, without hollowing, without the basal plane of laitance;If basal plane has sweeping in time for bright water and ponding It removes.
(2) positioning, snap the line, examination paving
According to field conditions, installation of membrane direction being determined, reference line being popped up in base, the distance between reference line is width volume The width (i.e. 1000mm) of material, the overlapping the slot size of no less than 80mm is reserved according to the width of selected coiled material, is successively popped up, so as to Installation of membrane construction is carried out by this reference line.
(3) waterproof roll large area sky is spread
1. first completing the first width coiled material by reference line, the second width is re-layed, coiled material length edge lap width is no less than 80mm, overlap joint When, the isolation film in Liang Fu coiled material lapping area is opened, by the dry viscous overlap joint of coiled material.When paving coiled material, it should pay attention at any time and reference line pair Together, it is difficult to correct in order to avoid there is deviation.
2. coiled material long side, short side overlap joint using dry viscous overlap joint, roll end overlap should mutually stagger coiled material breadth 1/3 with On.Double-sided adhesive waterproof coiled material length edge lap, directly dry viscous overlap joint.When environment temperature is lower can be used heat gun to overlap into Row heating helps viscous.
2, the dry viscous paving construction technique of bottom plate
(1) examination paving, positioning on first of waterproof layer
First the dust of first of waterproof layer surface, rubbish etc. are cleaned out, then spread coiled material out, with lower layer's waterproof roll overlap joint Side is paving reference line, and length edge lap seam should be staggered not less than the 1/3 of coiled material breadth.Measurement is staggered after distance, in coiled material four Carry out paving telltale mark week.
(2) lower layer coiled material isolation film is scratched
With paper knife along waterproof roll surrounding, lower layer coiled material isolation film is gently scratched, is careful not to scratch coiled material.
(3) coiled material isolation film is torn off
Waterproof roll one end is lifted, overturns doubling;With paper knife along waterproof roll broken line and lower layer coiled material center line, gently Scratch isolation film.The isolation film of upper layer and lower layer waterproof roll is torn respectively.
(4) viscous paving coiled material is done
It is put into coiled material paper tube in fold position, waterproof roll is entirely pasted on first of coiled material, then by rolls forward paper tube Pressure gas is caught up with using scraper plate, makes the mutual firm pasting of twice coiled material.
(5) the lower width coiled material of paving
Coiled material is aligned reference line, guarantees that coiled material lapping size is reliable.Coiled material length edge lap width is no less than 80mm, and adjacent two The short side overlapping the slot of width should be staggered 1/3 or more coiled material breadth.Laying method is identical as upper one.
3, finished product conserves
After waterproof roll paving is complete, protective layer should be done in time, avoid exposure for a long time.When pouring protective layer, clean waterproof should be torn Coiled material isolation film (permanent protection wall is got rid of except raft part), under high-temperature condition, to prevent viscous foot, can sprinkle water or cement do temporarily every From.
4, bottom deformation seam construction
Deformation joint cushion block two sides place need to do one layer of 1000mm wide 1.5mm thickness reaction bonded type wet-laying waterproof roll (double-sided adhesive) and add Strong layer carries out enhancing processing, and enhancement layer two sides are sealed using waterproof sealing cream.
5, bottom plate side wall angle of cut waterproofing process
Side wall and bottom plate handover yin-yang angle are both needed to paving 500mm wide 1.5mm thickness reaction bonded type wet-laying waterproof roll (double-sided adhesive) Enhancement layer;Bottom plate coiled material reserves 200mm wide coiled material sky paving, reserved to connect stubble, and when construction, which should carry out safeguard measure, prevents subsequent construction It destroys or buries to reserve and connect stubble, subsequent construction team should connect stubble using cystosepiment (or plank) bedding is reserved before Specific construction Coiled material protects the coiled material for connecing stubble.
Two, side wall (facade) Waterproof Construction Technique process
Piping lane sidewall structure self waterproofing → detail treatment processing, additional enhancing construction → large area paving 1.5mm thickness reaction bonded Type wet-laying waterproof roll → large area paving 1.5mm thickness reaction bonded type wet-laying waterproof roll → protective layer → top is set by engineering Meter construction.
1, facade wet-laying construction technology
(1) facade base treatment
First opposite basal plane is handled, as laitance is removed, honeycomb hole cement mortar smoothes out, is cut off to drawing sealing up screw And smooth out etc., basal plane should be solid, smooth after cleaning, and should sufficiently water wetting.
(2) positioning, snap the line, examination paving
According to field conditions, installation of membrane direction being determined, reference line being popped up in base, the distance between reference line is width volume Material width (i.e. 1000mm) reserves the overlapping the slot size of no less than 80mm according to the width of selected coiled material, successively pops up, to press This reference line carries out installation of membrane construction.
(3) lean concrete grout configures
Configure lean concrete grout and press cement: water=2:1(weight ratio), water is first poured into the former agitator got ready in proportion, then by water Into the water, after impregnating 15 to 20 minutes and being thoroughly impregnated, be stirred into puttylike i.e. with electric mixer can be used mud, high Warm weather or drier basal plane can be added after 1 ‰ -4 ‰ building adhisive powder of cement consumption is mixed thoroughly and use.
(4) lean concrete grout is scratched
Lean concrete grout scratches thickness depending on base's flat conditions, generally 1.5~2.5mm, excessively thin that optimal bonding effect is not achieved Fruit, blocked up, lean concrete grout accumulation is preferably cracked.It should be noted that compacting when blade coating, smooth out.The width of lean concrete grout is scratched than coiled material Each wide 100mm out in long and short side, and pay attention to guaranteeing flatness in knifing process.
(5) waterproof roll large area wet-laying
After the coiled material for filling lean concrete grout is folded, is lifted to scaffold, gently coiled material one end is put down, is applied on scaffold Worker person is by telltale mark by installation of membrane on facade.
(6) roll-in is vented
After the completion of installation of membrane, is scraped with soft rubber pad or roller etc. from centre to the coiled material lapping direction other side and sky is discharged Gas sticks at coiled material sufficiently completely on basal plane.When overlapping the lower width coiled material of paving, the isolation at the coiled material lapping position of lower layer will be located at Film is uncovered, and by upper layer coiled material alignment overlap joint, control line is smooth is pasted on lower layer coiled material, scrapes discharge air, sufficiently full viscous.
(7) coiled material lapping receives head edge sealing
Coiled material lapping width is no less than 80mm, and the overlap joint of adjacent two width short side should be staggered 1/3 or more coiled material breadth, and coiled material wet-laying is taken It connects that the specific method is as follows: directly tearing the isolation film of upper and lower coiled material lap-joint, (lean concrete grout is scraped in large area painting to overlap edge blade coating When construct simultaneously) lean concrete grout overlaps, directly sealed with lean concrete grout.
(8) the lower width coiled material of paving
The overlap edge for being no less than 80mm is measured in the long side of previous width waterproof roll, is scratched isolation film and is torn, scrapes and cement Element slurry, paving.Concrete construction method is identical as previous.
2, the dry viscous paving technique of facade
(1) examination paving, positioning on first of waterproof layer
Ensure the completely solid rear dry viscous paving for carrying out second coiled material of first of wet-laying coiled material, first by first of waterproof layer surface Dust, rubbish etc. clean out, then spread coiled material out, using lower layer's waterproof roll overlap edge as paving reference line, short side overlap joint Seam should be staggered not less than the 1/3 of coiled material breadth.Measurement is staggered after distance, carries out paving telltale mark in coiled material surrounding.
(2) lower layer coiled material isolation film is scratched
With paper knife along waterproof roll surrounding, lower layer coiled material isolation film is gently scratched, is careful not to scratch coiled material.
(3) coiled material isolation film is torn off
Waterproof roll one end is lifted, overturns doubling;With paper knife along waterproof roll broken line and lower layer coiled material center line, gently Scratch isolation film.The isolation film of upper layer and lower layer waterproof roll is torn respectively.
(4) viscous paving coiled material is done
It is put into coiled material paper tube in fold position, waterproof roll is entirely pasted on first of coiled material, then by rolls forward paper tube Pressure gas is caught up with using scraper plate, makes the mutual firm pasting of twice coiled material.
(5) the lower width coiled material of paving
Coiled material is aligned reference line, guarantees that coiled material lapping size is reliable.Coiled material length edge lap width is no less than 80mm, adjacent The short side overlapping the slot of two width should be staggered 1/3 or more coiled material breadth.Laying method is identical as upper one.
3, finished product conserves
After waterproof layer is completed, dries in the air and put 24 hours to 48 hours, under normal circumstances, the time required for environment temperature is higher is shorter.It is high When warm weather waterproof layer is exposed to the sun, it can be covered with puggaree or other articles.
4, side wall deformation joint, construction joint waterproof
One layer of 1000mm wide 1.5mm thickness reaction bonded type wet-laying waterproof roll (double-sided adhesive) need to be done at deformation joint, construction joint to reinforce Layer carries out enhancing processing.And in centre plus round bar shape foamed plastic rod, foamed plastic rod uses the biggish foam plastic of relative hardness Charge bar, to guarantee that coiled material has enough length in reserve to resist law of deformation and breakage.The two sides of enhancement layer are carried out using waterproof sealing cream Sealing.The same construction of bottom plates of processing at side wall yin-yang angle, is both needed to do enhancement layer processing.
Three, Slab Waterproof Construction process flow
Concrete top board structure self waterproofing → detail treatment processing, additional enhancing construction → large area paving 1.5mm thickness reaction bonded type Macromolecule wet-laying waterproof roll → large area paving 1.5mm thickness reaction bonded type macromolecule wet-laying waterproof roll (root-resistant type) → Press engineering design in separation layer → protective layer → top.
1, top plate wet-laying construction technology
(1) top plate base treatment
Substrate surface is removed the foreign matters such as protrusion using perching knife and broom, and dust sundries is cleaned out, and substrate surface is wanted Substantially smooth, height error is in 5~8 ㎜.All inner corner trim corners do R50 circular arc type, and external corner does R20 circular arc type.Sand holes, hole It is repaired with high grade polymer mortar in hole.
Base answer it is firm, smooth, clean, without rise it is husky, without hollowing, without cracking, the basal plane without laitance;It is filled if basal plane must sprinkle water It shares in the benefit wet, there is clearing away in time for bright water and ponding.
(2) positioning, snap the line, examination paving
Installation of membrane direction is determined according to field conditions in processed substrate surface, and reference line, base are popped up in base The distance between directrix is a width web width (i.e. 1000mm), reserves no less than 80mm overlapping the slot according to the width of selected coiled material Size successively pops up, to carry out installation of membrane construction by this reference line.
(3) lean concrete grout configures
Configure lean concrete grout and press cement: water=2:1(weight ratio), water is first poured into the former agitator got ready in proportion, then by water Into the water, after impregnating 15 to 20 minutes and being thoroughly impregnated, be stirred into puttylike i.e. with electric mixer can be used mud, high Warm weather or drier basal plane can be added after 1 ‰ -4 ‰ building adhisive powder of cement consumption is mixed thoroughly and use.
(4) lean concrete grout is scratched
Its thickness is depending on base's flat conditions, generally 1.5~2.5mm, excessively thin that optimal bond effect, blocked up then water is not achieved The slurry accumulation of mud element is preferably cracked.It should be noted that compacting when blade coating, smooth out.The width for scratching lean concrete grout is each wider than the long and short side of coiled material 100mm out, and pay attention to guaranteeing flatness in knifing process.
(5) waterproof roll large area wet-laying
Returning is lifted into the coiled material one end for filling lean concrete grout, paving scrapes discharge from centre to both sides with scraper plate in base The lean concrete grout for scraping discharge is returned and scrapes edge sealing by air.The coiled material other end carries out paving processing by same procedure.
(6) the lower width coiled material of paving
Coiled material is aligned reference line, guarantees that coiled material lapping size is reliable.Coiled material length edge lap width is no less than 80mm, and adjacent two The short side overlapping the slot of width should be staggered 1/3 or more coiled material breadth.Laying method is identical as upper one, it should be noted that 1. long side when paving Overlap joint: tearing the isolation film of upper and lower level waterproof roll long side lap-joint, scratches lean concrete grout paving edge fit;2. short side overlaps: The isolation film of upper and lower level waterproof roll short side lap-joint is torn, lean concrete grout paving edge fit is scratched.
2, the dry viscous construction technology of top plate
(1) examination paving, positioning on first of waterproof layer
First the dust of first of waterproof layer surface, rubbish etc. are cleaned out, then spread coiled material out, with lower layer's waterproof roll overlap joint Side is paving reference line, and short side overlapping the slot should be staggered not less than the 1/3 of coiled material breadth.Measurement is staggered after distance, in coiled material surrounding Carry out paving telltale mark.
(2) lower layer coiled material isolation film is scratched
With paper knife along waterproof roll surrounding, lower layer coiled material isolation film is gently scratched, is careful not to scratch coiled material.
(3) coiled material isolation film is torn off
Waterproof roll one end is lifted, overturns doubling;With paper knife along waterproof roll broken line and lower layer coiled material center line, gently Scratch isolation film.The isolation film of upper layer and lower layer waterproof roll is torn respectively.
(4) viscous paving coiled material is done
It is put into coiled material paper tube in fold position, waterproof roll is entirely pasted on first of coiled material, then by rolls forward paper tube Pressure gas is caught up with using scraper plate, makes the mutual firm pasting of twice coiled material.
(5) the lower width coiled material of paving
Coiled material is aligned reference line, guarantees that coiled material lapping size is reliable.Coiled material length edge lap width is no less than 80mm, adjacent The short side overlapping the slot of two width should be staggered 1/3 or more coiled material breadth.Laying method is identical as upper one.
3, it conserves
Under hot weather, waterproof layer should not be exposed to the sun for a long time, should carry out protective layer in time.
4, roof deformation stitches waterproof
Deformation joint need to do one layer of 1000mm wide 1.5mm thickness reaction bonded type wet-laying waterproof roll (double-sided adhesive) enhancement layer and be increased Strength reason.And in centre plus round bar shape foamed plastic rod, foamed plastic rod uses the biggish foamed plastic rod of relative hardness, to protect Card coiled material has enough length in reserve to resist law of deformation and breakage.The two sides of enhancement layer are sealed using waterproof sealing cream.Top plate The same construction of bottom plates of the processing at yin-yang angle is both needed to do enhancement layer processing.

Claims (5)

1. a kind of pipe gallery Waterproof Construction Technique, which comprises the following steps:
A, Slab Waterproof Construction technique
The protrusion of bottom plate basal plane is cleaned out, bottom plate basal plane height error is in 5~8 ㎜;
It determining installation of membrane direction, reference line is popped up on basal plane, the distance between reference line is the width of a width coiled material, according to The width of selected coiled material reserves the no less than overlapping the slot of 80mm;It is thick anti-by reference line large area sky paving 1.5mm after reference line bullet is good Binding type wet-laying waterproof roll is answered to form first of base plate waterproofing, the then dry viscous paving of the fissure of displacement on first of base plate waterproofing 1.5mm thickness reaction bonded type wet-laying waterproof roll forms second base plate waterproofing;Guarantor is poured on second base plate waterproofing Sheath;
In construction, bottom deformation seam is reserved, it is anti-to add one layer of 1000mm wide 1.5mm thickness reaction bonded type wet-laying in deformation joint The two sides of the enhancement layer of water coiled material, enhancement layer are sealed using waterproof sealing cream;
B, side wall Waterproof Construction Technique
First opposite side wall base face is cleared up, and determines installation of membrane direction, pops up reference line on side wall basal plane, between reference line Distance is the width of a width coiled material, reserves the no less than overlapping the slot of 80mm according to the width of selected coiled material;
It is pre-configured with lean concrete grout by the weight ratio 2:1 of cement and water, lean concrete grout is scratched on side wall basal plane, scrapes element of cementing Slurry with a thickness of 1.5~2.5mm, and the long side than coiled material to be laid, short side it is each it is wide go out 100mm, in knifing process pay attention to protect Demonstrate,prove flatness;By the 1.5mm thickness reaction bonded type wet-laying waterproof roll paving for filling lean concrete grout in being formed on side wall first Side wall waterproof layer, wet-laying carry out roll-in exhaust after the completion to guarantee that first of side wall waterproof layer and basal plane are sufficiently completely viscous;To first After road side wall waterproof layer is completely solid, the dry viscous paving 1.5mm thickness reaction bonded type macromolecule wet-laying of fissure of displacement large area is anti-on it Water coiled material is to form second side wall waterproof layer;It is laid with protective layer in time on second side wall waterproof layer;
In construction, side wall deformation joint is reserved, it is anti-to add one layer of 1000mm wide 1.5mm thickness reaction bonded type wet-laying in deformation joint The enhancement layer of water coiled material, and round bar shape foamed plastic rod is added in centre, the two sides of enhancement layer are carried out close using waterproof sealing cream Envelope;
C, waterproof roofing construction technology
First top plate basal plane is cleared up, determines installation of membrane direction, pops up reference line on top plate basal plane, between reference line Distance is the width of a width coiled material, reserves the no less than overlapping the slot of 80mm according to the width of selected coiled material;
It is pre-configured with lean concrete grout by the weight ratio 2:1 of cement and water, lean concrete grout is scratched on top plate basal plane, scrapes element of cementing Slurry with a thickness of 1.5~2.5mm, and the long side than coiled material to be laid, short side it is each it is wide go out 100mm, in knifing process pay attention to protect Demonstrate,prove flatness;Returning is lifted into the 1.5mm thickness reaction bonded type wet-laying waterproof roll one end for filling lean concrete grout, and paving is in top On plate basal plane, discharge air is scraped to both sides among coiled material with scraper plate, the lean concrete grout for scraping discharge is returned and scrapes edge sealing, coiled material The other end carries out paving processing by same procedure to form first of waterproof roofing layer;It is completely solid to first of waterproof roofing layer Afterwards, fissure of displacement large area does viscous paving 1.5mm thickness reaction bonded type macromolecule wet-laying waterproof roll to form second top on it Plate waterproof layer;It is laid with protective layer in time on second waterproof roofing layer;
In construction, roof deformation seam is reserved, it is anti-to add one layer of 1000mm wide 1.5mm thickness reaction bonded type wet-laying in deformation joint The enhancement layer of water coiled material, and round bar shape foamed plastic rod is added in centre, the two sides of enhancement layer are carried out close using waterproof sealing cream Envelope.
2. pipe gallery Waterproof Construction Technique according to claim 1, which is characterized in that the deformation joint was added The enhancement layer of 1.5mm thickness reaction bonded type wet-laying waterproof roll uses double-sided adhesive waterproof coiled material.
3. pipe gallery Waterproof Construction Technique according to claim 1, which is characterized in that the overlap of roll end answers phase Mutually it is staggered not less than the 1/3 of coiled material wide cut.
4. pipe gallery Waterproof Construction Technique according to claim 1, which is characterized in that, will be adjacent in wet-laying coiled material The isolation film of the lap-joint of coiled material is torn, and scratches paving edge fit after lean concrete grout.
5. pipe gallery Waterproof Construction Technique according to claim 1, which is characterized in that before coiled material is laid with, all inner corner trims R50 circular arc type is done, external corner does R20 circular arc type, and the reaction bonded type for being both needed to add one layer of 500mm wide 1.5mm thickness at yin-yang angle is wet The enhancement layer of waterproof roll is spread, the two sides of enhancement layer are sealed using waterproof sealing cream.
CN201811148872.7A 2018-09-29 2018-09-29 A kind of pipe gallery Waterproof Construction Technique Pending CN109183839A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109797781A (en) * 2019-01-24 2019-05-24 四汇建设集团有限公司 A method of preventing basement leakage
CN114411941A (en) * 2022-01-28 2022-04-29 山东金城建设有限公司 Construction method for preventing underground garage from water bottom plate leakage

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20100025674A (en) * 2008-08-28 2010-03-10 (주) 에프앤티코리아 Waterproof protection member and manufacturing method of that
CN107386326A (en) * 2017-09-22 2017-11-24 中建五局土木工程有限公司 Underground pipe gallery structure and its construction method

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20100025674A (en) * 2008-08-28 2010-03-10 (주) 에프앤티코리아 Waterproof protection member and manufacturing method of that
CN107386326A (en) * 2017-09-22 2017-11-24 中建五局土木工程有限公司 Underground pipe gallery structure and its construction method

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
何小英: "西部地区地下综合管廊防水施工技术探讨", 《中国建筑防水》 *
张炳恒: "三亚海棠湾城市地下综合管廊防水施工技术", 《中国建筑防水》 *

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109797781A (en) * 2019-01-24 2019-05-24 四汇建设集团有限公司 A method of preventing basement leakage
CN114411941A (en) * 2022-01-28 2022-04-29 山东金城建设有限公司 Construction method for preventing underground garage from water bottom plate leakage
CN114411941B (en) * 2022-01-28 2023-10-03 山东金城建设有限公司 Construction method for preventing leakage of waterproof bottom plate of underground garage

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