CN106869187A - A kind of waterproof construction construction method - Google Patents
A kind of waterproof construction construction method Download PDFInfo
- Publication number
- CN106869187A CN106869187A CN201710205097.3A CN201710205097A CN106869187A CN 106869187 A CN106869187 A CN 106869187A CN 201710205097 A CN201710205097 A CN 201710205097A CN 106869187 A CN106869187 A CN 106869187A
- Authority
- CN
- China
- Prior art keywords
- waterproof
- concrete layer
- base concrete
- base
- poured
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/02—Protective 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/02—Protective 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
- E02D31/04—Watertight packings for use under hydraulic pressure
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Civil Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Building Environments (AREA)
Abstract
The invention discloses a kind of waterproof construction construction method, S100：Pouring for building substrate Waterproof structural course, comprises the following steps：S110：After compacting soil layer, the first base concrete layer is poured；S120：The laying water-proof coiled material on the first base concrete layer, and the second base concrete layer is poured on the waterproof roll；S130：160~200 DEG C of modified pitch for reaching fused solution are heated in second base concrete layer spraying；S140：After laying substrate steel ledges structure on second base concrete layer, the 3rd base concrete layer is poured in the reinforcing bar framework；S150：To being tiled after the 3rd base concrete layer spraying fused solution modified pitch, tire base forms tire basic unit, is then sprayed on modified pitch and pitch coating is obtained in tire basic unit；S160：The casting concrete top layer on pitch coating, obtains building substrate Waterproof structural course；S200：External wall Waterproof structural course is poured.Good water-proof effect of the present invention, solves infiltration, drainage on the whole, meets actual operation requirements.
Description
Technical field
The present invention relates to a kind of waterproof construction construction method, belong to construction waterproof technique field.
Background technology
Since China reforms and opens up to the outside world, with the high speed development of capital construction cause, construction waterproofing engineering technology and various anti-
Water new material, the exploitation of new technology and application are also continued to bring out.Currently, domestic construction waterproof construction is typically anti-from laying
Water coiled material, it by body paper or fabric is tire base that waterproof roll is, through dip-coating pitch or other synthesis high polymer waterproof materials
Into coiled waterproof material, product mainly has asphalt water-proof coiled material and a polymer membranes, specification mainly have 100 meters/volume,
200 meters/volume etc., construction method has the anti-bonding of hot melt application method, pre-laid method, one side, wet-laying from bonding etc..
In building engineering field, concrete is widely adopted as most common raw material, wherein, many concrete knots
Structure is constructed in moist, many water even acid, alkali, oily salt and other various rings being substantially harmful to concrete and mortar structure
In border, therefore, the requirement of antiseepage, waterproof must be fully taken into account in constructing concrete structure, it is ensured that the construction matter of concrete
The permanent durable of amount and engineering is technical problem that those skilled in the art are devoted to solving always, especially underground project waterproof
Concrete construction field, it is particularly strict for preventing the requirement for blending waterproof.Although disclosing many waterproofs in the prior art, preventing
Construction method is oozed, but these waterproofs, Seepage method still have that waterproof, anti-seepage effect are poor.For this reason, it may be necessary to
A kind of new technical scheme is designed, comprehensive can overcome the shortcomings of that above-mentioned prior art is present.
The content of the invention
The present invention is exactly in view of the shortcomings of the prior art, there is provided a kind of waterproof construction construction method, the waterproof
Construction method operating procedure is simple, and good water-proof effect solves infiltration, drainage on the whole, meets actual operation requirements.
To solve the above problems, the technical solution used in the present invention is as follows：
A kind of waterproof construction construction method, the waterproof construction method mainly include building substrate Waterproof structural course pouring and
External wall Waterproof structural course is poured；
S100：Pouring for building substrate Waterproof structural course, specifically includes following steps：
S110：After compacting soil layer, the first base concrete layer is poured on the soil layer；
S120：First to the first base concrete layer surface using the smooth rear cleaning of sand papering is to free from dust and dries, then
Waterproof roll is re-layed, and the second base concrete layer is poured on the waterproof roll；
S130：To second base concrete layer using sand papering it is smooth after cleaning is to free from dust and dries, extremely described the
Two base concrete layer surface moisture content 0~8%, then by modified pitch be heated to 160~200 DEG C reach fused solution after,
It is sprayed on the second base concrete layer surface；
S140：After laying substrate steel ledges structure on second base concrete layer again, the is poured in the reinforcing bar framework
Three base concretes layer；
S150：To the 3rd base concrete layer surface using the smooth rear cleaning of sand papering is to free from dust and dries, then
Will then by modified pitch be heated to 160~200 DEG C reach fused solution after be sprayed on surface, obtain blackbase, then
Being tiled on blackbase tire base and carries out smooth treatment to tire base and forms tire basic unit, is then sprayed by the modified pitch of fused solution
Be coated in tire basic unit, until comprehensively, seamless coverage tire basic unit, obtain pitch coating；
S160：The casting concrete top layer on the pitch coating, obtains the building substrate Waterproof structural course；
S200：Pouring for external wall Waterproof structural course, specifically includes following steps：
S210：To the punching block carry out apply oil reservoir scrape operation after, the punching block drawknot bolt connection is prepared and is poured
Framework, and in the drawknot bolt middle setting steel plate for sealing water；
S220：Exterior wall concrete is poured in the pouring frame using segmentation casting method；
S230：After disassembling the pouring frame, backfill is filled, obtain the external wall Waterproof structural course.
Used as the improvement of above-mentioned technical proposal, in the step S210, the drawknot bolt hangs down with the steel plate for sealing water
Straight to set, the drawknot bolt is 10 with the length ratio of the steel plate for sealing water：(1~2).
As the improvement of above-mentioned technical proposal, in the step S210, also exterior wall steel is built into the pouring frame
Ledges structure, the exterior wall reinforcing bar framework includes some spirals and some bindings, and the binding colligation is arranged at the screw thread
Reinforcing bar.
As the improvement of above-mentioned technical proposal, in the step S230, also carry out watering to the exterior wall concrete and support
Shield operation, watering maintenance operations are carried out every a Preset Time to the exterior wall concrete.
Used as the improvement of above-mentioned technical proposal, the first base concrete layer uses C15 pea gravel concretens, described second
Base concrete layer uses C25 pea gravel concretens, the concrete surface layer to use C10 pea gravel concretens.
Compared with prior art, implementation result of the invention is as follows for the present invention：
A kind of waterproof construction construction method of the present invention forms the waterproof layer of integral seamless, and the waterproof construction for being formed is whole
Body can reach the waterproof effect being fully sealed such as skin-type without overlapping the slot；The modified pitch of heated melting is painted on
On building basal plane, with extremely strong adhesive force, the connection transition position formd between building basal plane is fully sealed covering, and waterproof can
Lean on；Repair rate is low, easy to maintenance, and certain point, once there is waterproof failure, is not in string water phenomenon；Work progress reduces naked light
Use, safety, pollute the small, feature of environmental protection it is high.
Brief description of the drawings
Fig. 1 is a kind of waterproof construction construction method operating process schematic diagram of the present invention.
Specific embodiment
Illustrate present disclosure below in conjunction with specific embodiments.
It is a kind of waterproof construction construction method of the present invention, the waterproof construction method mainly includes building substrate
Pouring for Waterproof structural course and pouring for external wall Waterproof structural course；
S100：Pouring for building substrate Waterproof structural course, specifically includes following steps：
S110：After compacting soil layer, the first base concrete layer is poured on the soil layer；
S120：First to the first base concrete layer surface using the smooth rear cleaning of sand papering is to free from dust and dries, then
Waterproof roll is re-layed, and the second base concrete layer is poured on the waterproof roll；
S130：To second base concrete layer using sand papering it is smooth after cleaning is to free from dust and dries, extremely described the
Two base concrete layer surface moisture content 0~8%, then by modified pitch be heated to 160~200 DEG C reach fused solution after,
It is sprayed on the second base concrete layer surface；
S140：After laying substrate steel ledges structure on second base concrete layer again, the is poured in the reinforcing bar framework
Three base concretes layer；
S150：To the 3rd base concrete layer surface using the smooth rear cleaning of sand papering is to free from dust and dries, then
Will then by modified pitch be heated to 160~200 DEG C reach fused solution after be sprayed on surface, obtain blackbase, then
Being tiled on blackbase tire base and carries out smooth treatment to tire base and forms tire basic unit, is then sprayed by the modified pitch of fused solution
Be coated in tire basic unit, until comprehensively, seamless coverage tire basic unit, obtain pitch coating；
S160：The casting concrete top layer on the pitch coating, obtains the building substrate Waterproof structural course；
S200：Pouring for external wall Waterproof structural course, specifically includes following steps：
S210：To the punching block carry out apply oil reservoir scrape operation after, the punching block drawknot bolt connection is prepared and is poured
Framework, and in the drawknot bolt middle setting steel plate for sealing water；
S220：Exterior wall concrete is poured in the pouring frame using segmentation casting method；
S230：After disassembling the pouring frame, backfill is filled, obtain the external wall Waterproof structural course.
Specifically, in the step S210, the drawknot bolt is vertically arranged with the steel plate for sealing water, the drawknot spiral shell
Bolt is 10 with the length ratio of the steel plate for sealing water：(1~2).
Specifically, in the step S210, exterior wall reinforcing bar framework, the exterior wall steel also are built into the pouring frame
Ledges structure includes some spirals and some bindings, and the binding colligation is arranged at the spiral.
Specifically, in the step S230, watering maintenance operations also are carried out to the exterior wall concrete, it is default every one
Time carries out watering maintenance operations to the exterior wall concrete.
More specifically, the first base concrete layer uses C15 pea gravel concretens, the second base concrete layer to adopt
C25 pea gravel concretens, the concrete surface layer is used to use C10 pea gravel concretens.
A kind of waterproof construction construction method of the present invention forms the waterproof layer of integral seamless, the waterproof knot for being formed
Structure is overall without overlapping the slot, can reach the waterproof effect being fully sealed such as skin-type；The modified pitch of heated melting directly sprays
It is coated on building basal plane, with extremely strong adhesive force, the connection transition position formd between building basal plane is fully sealed covering, prevents
Water reliability；Repair rate is low, easy to maintenance, and certain point, once there is waterproof failure, is not in string water phenomenon；Work progress is reduced
The use of naked light, safety, the small, feature of environmental protection of pollution are high.
Above content is detailed description made for the present invention in conjunction with specific embodiments, it is impossible to assert that the present invention is specific real
Apply and be only limitted to these explanations.For those skilled in the art, before present inventive concept is not departed from
Put, some simple deduction or replace can also be made, should all be considered as belonging to the scope of protection of the invention.
Claims (5)
1. a kind of waterproof construction construction method, it is characterised in that：The waterproof construction method mainly includes building substrate waterproof
Pouring for structure sheaf and pouring for external wall Waterproof structural course；
S100：Pouring for building substrate Waterproof structural course, specifically includes following steps：
S110：After compacting soil layer, the first base concrete layer is poured on the soil layer；
S120：First to the first base concrete layer surface using the smooth rear cleaning of sand papering is to free from dust and dries, then
Waterproof roll is re-layed, and the second base concrete layer is poured on the waterproof roll；
S130：To second base concrete layer using sand papering it is smooth after cleaning is to free from dust and dries, extremely described the
Two base concrete layer surface moisture content 0~8%, then by modified pitch be heated to 160~200 DEG C reach fused solution after,
It is sprayed on the second base concrete layer surface；
S140：After laying substrate steel ledges structure on second base concrete layer again, the is poured in the reinforcing bar framework
Three base concretes layer；
S150：To the 3rd base concrete layer surface using the smooth rear cleaning of sand papering is to free from dust and dries, then
Will then by modified pitch be heated to 160~200 DEG C reach fused solution after be sprayed on surface, obtain blackbase, then
Being tiled on blackbase tire base and carries out smooth treatment to tire base and forms tire basic unit, is then sprayed by the modified pitch of fused solution
Be coated in tire basic unit, until comprehensively, seamless coverage tire basic unit, obtain pitch coating；
S160：The casting concrete top layer on the pitch coating, obtains the building substrate Waterproof structural course；
S200：Pouring for external wall Waterproof structural course, specifically includes following steps：
S210：To the punching block carry out apply oil reservoir scrape operation after, the punching block drawknot bolt connection is prepared and is poured
Framework, and in the drawknot bolt middle setting steel plate for sealing water；
S220：Exterior wall concrete is poured in the pouring frame using segmentation casting method；
S230：After disassembling the pouring frame, backfill is filled, obtain the external wall Waterproof structural course.
2. a kind of waterproof construction construction method according to claim 1, it is characterised in that：In the step S210,
The drawknot bolt is vertically arranged with the steel plate for sealing water, and the drawknot bolt is 10 with the length ratio of the steel plate for sealing water：(1
~2).
3. a kind of waterproof construction construction method according to claim 1, it is characterised in that：In the step S210,
Exterior wall reinforcing bar framework also is built into the pouring frame, the exterior wall reinforcing bar framework includes some spirals and some bundles
Line, the binding colligation is arranged at the spiral.
4. a kind of waterproof construction construction method according to claim 1, it is characterised in that：In the step S230,
Watering maintenance operations also are carried out to the exterior wall concrete, watering maintenance is carried out to the exterior wall concrete every a Preset Time
Operation.
5. a kind of waterproof construction construction method according to claim 1, it is characterised in that：First base concrete
Layer uses C15 pea gravel concretens, the second base concrete layer to use C25 pea gravel concretens, the concrete surface layer to use
C10 pea gravel concretens.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710205097.3A CN106869187A (en) | 2017-03-31 | 2017-03-31 | A kind of waterproof construction construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710205097.3A CN106869187A (en) | 2017-03-31 | 2017-03-31 | A kind of waterproof construction construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106869187A true CN106869187A (en) | 2017-06-20 |
Family
ID=59160585
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710205097.3A Pending CN106869187A (en) | 2017-03-31 | 2017-03-31 | A kind of waterproof construction construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106869187A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110454030A (en) * | 2019-08-23 | 2019-11-15 | 安徽金鹏住工有限公司 | A method of door and window properties are promoted by airtight structure |
| CN112343093A (en) * | 2020-10-10 | 2021-02-09 | 上海建工七建集团有限公司 | Construction method for pre-laying reverse-adhesion waterproof coiled material of basement raft plate |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102021948A (en) * | 2010-11-04 | 2011-04-20 | 青岛明辉建筑装饰工程有限公司 | Novel waterproof structure of construction engineering and waterproof construction method |
| CN105804123A (en) * | 2016-03-10 | 2016-07-27 | 深圳市深安企业有限公司 | Waterproof construction method for building engineering |
-
2017
- 2017-03-31 CN CN201710205097.3A patent/CN106869187A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102021948A (en) * | 2010-11-04 | 2011-04-20 | 青岛明辉建筑装饰工程有限公司 | Novel waterproof structure of construction engineering and waterproof construction method |
| CN105804123A (en) * | 2016-03-10 | 2016-07-27 | 深圳市深安企业有限公司 | Waterproof construction method for building engineering |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110454030A (en) * | 2019-08-23 | 2019-11-15 | 安徽金鹏住工有限公司 | A method of door and window properties are promoted by airtight structure |
| CN112343093A (en) * | 2020-10-10 | 2021-02-09 | 上海建工七建集团有限公司 | Construction method for pre-laying reverse-adhesion waterproof coiled material of basement raft plate |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106013259B (en) | Shake the underground engineering concrete structure deformation joint blocking method under bumpy weather | |
| CN106677440A (en) | Roofing parapet water-floating structure and construction method thereof | |
| CN207987983U (en) | A kind of waterproof construction being used for underground engineering main body construction seam and post-cast strip | |
| CN207597441U (en) | A kind of basement side wall horizontal construction joint water proof structure | |
| CN106192907B (en) | Add the construction method of 150m~300m grade high concrete panel rock-fill dams of cement sand and gravel structure sheaf | |
| CN107558671B (en) | A kind of flashing structure construction method of parapet | |
| CN104929365B (en) | Refuse of refuse burning generating plant discharging platform combined type surface construction technology | |
| CN109610693A (en) | Shear wall connection structure and its construction technology | |
| CN104294729A (en) | Method for constructing concrete pavement | |
| CN103938656A (en) | Building wall surface underground waterproof construction method | |
| CN102852290A (en) | Roof parapet flashing place structure and construction method thereof | |
| CN105862928A (en) | Post-cast strip outer wall in-advance water stopping treatment structure and construction process thereof | |
| CN106869187A (en) | A kind of waterproof construction construction method | |
| CN109208830A (en) | A kind of construction method and structure of parapet of roofing flashing | |
| CN109853633A (en) | A kind of external sealing treatment process of basement bottom board leakage | |
| CN103046513A (en) | Method for coating and sealing fracture of bed rock in uncovered heavy consolidation grouting | |
| CN108086603A (en) | A kind of anti-water-stopping system of existing roofing and prevent water roofing | |
| CN109930856A (en) | A kind of the old and new's wall concatenation construction method | |
| CN109235668A (en) | Residential building curtain wall and wall crack plugging structure | |
| CN108086490A (en) | A kind of anti-water-stopping system and ground in underground, top surface and elevation construction method | |
| CN207079637U (en) | A kind of poured band of outer wall of basement water sealing structure | |
| CN206545251U (en) | A kind of floor drain waterproof construction | |
| CN108867709A (en) | A kind of waterproofing for basement method | |
| CN105525759B (en) | A kind of external wall stop water and its construction method | |
| CN105239732B (en) | A kind of construction method of the stretching roofing pipe of rainwater leakage prevention |
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 |
Application publication date: 20170620 |
|
| RJ01 | Rejection of invention patent application after publication |