CN109056843A - A kind of FS101, FS102 underground rigid composite water-proof construction method - Google Patents
A kind of FS101, FS102 underground rigid composite water-proof construction method Download PDFInfo
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- CN109056843A CN109056843A CN201810941100.2A CN201810941100A CN109056843A CN 109056843 A CN109056843 A CN 109056843A CN 201810941100 A CN201810941100 A CN 201810941100A CN 109056843 A CN109056843 A CN 109056843A
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- 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
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- 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
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- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
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- General Engineering & Computer Science (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention discloses a kind of FS101, FS102 underground rigid composite water-proof construction method, technical process: excavation pit → concrete cushion →, which smears FS101 waterproof mortar → assembling reinforcement → and pours FS102 water-proof concrete bottom plate, exterior wall and top plate → exterior wall, smears the construction of FS101 waterproof mortar → backfill.It is slow that construction method of the invention efficiently solves traditional construction speed, the problem of underground structure leakage problems, this construction method is not only easy to operate, the underground engineering construction duration is shortened, underground project waterproof cost reduced again and can improve underground project waterproof guarantee degree, extend the underground project waterproof service life, and has been truly realized energy-conservation of consumption reduction, green construction.
Description
Technical field
The invention belongs to Underground Waterproof Construction Technology fields, and in particular to a kind of FS101, FS102 underground rigid is compound anti-
Water construction method.
Background technique
In recent years, as the large area of construction project is carried out, a large amount of engineerings construction or using when also gradually expose it is each
The problem of formula various kinds, wherein underground structure leakage problems are the more universal common faults of building, and influence building and use function
Major issue.Meanwhile conventional waterproof construction method long construction period, construction cost are high, and since deep basal pit settles unevenness,
The case where leading to coiled material drawing crack, happens occasionally, and has seriously affected underground waterproof quality.
Summary of the invention
The object of the present invention is to provide a kind of FS101, FS102 underground rigid composite water-proof construction technical methods, effectively
It is slow to solve traditional construction speed, the problem of underground structure leakage problems.
The object of the present invention is achieved like this: FS101 waterproof mortar is closely tied with impermeable structure concrete structure
It is integrated, fundamentally solves the problems, such as " channeling water ", improve waterproof quality.FS102 concrete waterproof compacting agent can mention
High concrete gel density, impermeability reduce concrete early-age shrinkage, can control distress in concrete under certain condition.Tool
Body construction technique and implementation steps are as follows:
A kind of FS101, FS102 underground rigid composite water-proof construction method, construction procedure are as follows:
Step 1, excavation pit
Step 2, concrete cushion construction
Carry out cushion construction after the completion of foundation pit check of foundation subsoil, the concrete cushion of FS102 compact-type waterproof concrete structure bottom plate,
Strength grade is no less than C15, and thickness is no less than 100mm, and 150mm is no less than in Soft Soil Layer；
Step 3, the construction of FS101 Waterproof sand plane
A, cushion construction carry out waterproof matrix processing after the completion, search crack existing for mat surface, after discovery
Surface crack is blocked and smoothed out using FS101 waterproof cement mortar immediately；
It is wet to carry out watering to bed course after the completion of base treatment b, but must not there are ponding, it is thick then to brush 2mm
FS101 waterproof cement element slurry, plain pulp layer will smear uniformly, cannot form accumulation；
C smears pressure 20mm thickness FS101 waterproof cement mortar, FS101 waterproof mortar before the slurry initial set of FS101 waterproof cement element
Layer should be compacted press polish；
D, maintenance, after FS101 waterproof mortar final set, not preferably less than 5 DEG C of curing temperature, curing time should not be less than 14 days,
Mortar surface should be kept wet during maintenance；
Step 4, assembling reinforcement
Step 5, the construction of FS102 water-proof concrete
A cleans out the sundries in template before construction, the various reinforcing bars being arranged inside FS102 waterproof concrete structure
Or tie wire must not contact template；
B, placement layer by layer, placement layer by layer thickness should not exceed 500mm, and continuous placing, few indwelling construction joint；Use vibrating head
It vibrates by pouring layer, vibrating head sinks to it in concrete naturally perpendicular to concrete surface；The front end of vibrating head should insert
Enter a preceding pouring layer, insertion depth is no less than 50mm；
C carries out plastering processing before the initial set of FS102 water-proof concrete, final set respectively；
Finish brushing: d after facing is cleaned out, carries out finish brushing or spraying to facing.Such as use spraying should incite somebody to action
Spray pressure is controlled in 0.3-0.4Mpa, it is desirable that finish brushing will uniformly, and thickness is consistent, must not leak brush；
E, maintenance, wall, the column of FS102 water-proof concrete construction preferably use curing in the mold, and curing time should not be less than 3 days,
Continue watering, covering curing after curing in the mold, curing time should not be less than 14 days；
Step 6, the construction of FS101 waterproof mortar external wall elevation
A, it is after the completion of concrete construction, outer plinth course wire brushing is clean, and before smearing waterproof mortar with water into
Row rinses；
B carries out hair pulling treatment using the cement mortar mixed with building adhesive, after it reaches some strength, with mixed with FS101
Plain-water slurry be combined processing on surface, then spread the 20mm thickness FS101 waterproof mortar prepared, smeared with trowel flatten it is close
It is real；
C, yin-yang angular position are made into fillet, and external corner arc diameter 20mm, inner corner trim arc diameter 50mm are smeared two times after plain-water slurry processing
FS101 waterproof mortar and press polish compacting；
D is conserved, and after the completion of waterproof mortar, curing time should not be less than 14 days, mortar surface should be kept wet during maintenance
Profit；
Step 7, backfill construction.
Further, when step 3 requires the construction of FS101 waterproof mortar, environment must not be lower than 5 DEG C, and substrate surface temperature
It should be maintained at 0 DEG C or more, summer should not construct under 35 DEG C or more or burning sun irradiation.
Further, step 3 when can be pressed into plain pulp layer 1/4-1/2, starts the behaviour for carrying out step c when pressing with finger
Make.
Further, step 3 basement bottom board FS101 mortar construction of waterproof layer is such as subjected to larger lotus in back side
It carries, the FS102 pea gravel concreten protective layer of one of 40-50mm thickness should be set on FS101 mortar waterproof layer, and pea gravel concreten is strong
It spends grade and is not less than C30.
Further, step 5 carries out dewatering and drainage work before construction, and coagulation should not be poured in the environment for having ponding
Soil, and structural thickness is required to cannot be less than 250mm；Slump inspection, FS102 water-proof concrete are carried out to per car water-proof concrete
Enter to pump slump preferably to control in 120mm-160mm, slump is lost per hour should not exceed 20mm, and total losses should not exceed
40mm。
Further, when step 5 construction FS102 water-proof concrete, molding temperature must not be lower than 5 DEG C, and should not exceed
35 DEG C, scene temperature should carry out watering cooling when being higher than 35 DEG C to metal form, but must not there are ponding.
Further, when the bolt of step 5 fixed form has to pass through concrete structure, tool-type bolt can be used
Or bolt adds plug, should be welded with rectangular seal ring on bolt, the groove that should be will be left behind after demoulding is blocked with FS101 waterproof mortar and is smeared
It is flat.
Further, step 6 facade waterproof construction does not stay construction joint that should stay transverse joint when must such as stay seam as far as possible,
Forbid to stay perps.
A kind of FS101, FS102 underground rigid composite water-proof construction technical method provided by the present invention, efficiently solves
Conventional waterproof coiled material complicated construction technique, long in time limit, more demanding to pattern handling, project cost is high, and holds after leak
Channeling water is easily caused, also more inconvenient problem is repaired, underground project waterproof quality can be improved in this construction technical method, contracts
The short Waterproofing Technology of Underground Works duration reduces underground project waterproof cost, reduces the setting of deformation joint or post-cast strip, and low-carbon
Environmental protection.
Specific embodiment
Further detailed description is done to the present invention below with reference to embodiment.
A kind of FS101, FS102 underground rigid composite water-proof construction method, steps are as follows for Specific construction:
Step 1, excavation pit
Step 2, concrete cushion construction
Carry out cushion construction after the completion of foundation pit check of foundation subsoil, the concrete cushion of FS102 compact-type waterproof concrete structure bottom plate,
Strength grade is no less than C15, and thickness is no less than 100mm, and 150mm is no less than in Soft Soil Layer.
Step 3, the construction of FS101 Waterproof sand plane
Waterproof matrix processing is carried out after the completion of cushion construction, crack existing for mat surface is searched, and is stood after discovery
Surface crack is blocked and smoothed out using FS101 waterproof cement mortar.It is required that environment must not when FS101 waterproof mortar is constructed
Lower than 5 DEG C, and substrate surface temperature should be maintained at 0 DEG C or more, and summer should not construct under 35 DEG C or more or burning sun irradiation.Base
It carries out watering to bed course after the completion of processing to moisten, but must not be there are ponding, then the FS101 waterproof cement element of brushing 2mm thickness is starched,
Plain pulp layer will smear uniformly, cannot form accumulation.To (press with finger before the slurry initial set of FS101 waterproof cement element, plain slurry can be pressed into
Layer 1/4-1/2), pressure 20mm thickness FS101 waterproof cement mortar is smeared, FS101 waterproof mortar course should be compacted press polish.Basement bottom board
FS101 mortar construction of waterproof layer is such as subjected to larger load in back side, should be arranged on FS101 mortar waterproof layer together
The FS102 pea gravel concreten protective layer of 40-50mm thickness, pea gravel concreten strength grade are not less than C30.To guarantee water-proof concrete
And mortar quality, maintenance work are particularly important, and after FS101 waterproof mortar final set, not preferably less than 5 DEG C of curing temperature, maintenance
Time should not be less than 14 days, should keep mortar surface wet during maintenance.
Step 4, assembling reinforcement
Step 5, the construction of FS102 water-proof concrete
After the completion of reinforcing bar binding, the concrete construction of sole plate, exterior wall and top plate is carried out.Precipitation row is carried out before construction
Water conservancy project is made, should not in the environment for having ponding casting concrete, and structural thickness is required to cannot be less than 250mm.To per car waterproof
Concrete carries out slump inspection, and FS102 water-proof concrete enters to pump slump and preferably controls in 120mm-160mm, and slump is per small
When loss should not exceed 20mm, total losses should not exceed 40mm.
The sundries in template is cleaned out before construction, the various reinforcing bars that are arranged inside FS102 waterproof concrete structure or
Tie wire must not contact template.When construction FS102 water-proof concrete, molding temperature must not be lower than 5 DEG C, and should not exceed 35
℃.Scene temperature be higher than 35 DEG C it is appropriate to the occasion watering cooling carried out to metal form, but must not there are ponding.It should be layered and pour when pouring
It builds, placement layer by layer thickness should not exceed 500mm, and answer continuous placing, preferably indwelling construction joint less.Vibrating head should be carried out by pouring layer
It vibrates, vibrating head should be such that it sinks in concrete naturally perpendicular to concrete surface；It is once poured before should being inserted into the front end of vibrating head
Layer is built, insertion depth is no less than 50mm.Plastering processing is preferably carried out respectively before initial set, final set.
When the bolt of fixed form has to pass through concrete structure, tool-type bolt can be used or bolt adds plug, spiral shell
Rectangular seal ring should be welded on bolt.The groove that should be will be left behind after demoulding FS101 waterproof mortar sealing smoothing.
Finish brushing: after facing is cleaned out, finish brushing or spraying are carried out to facing.It should will such as be sprayed with spraying
Pressure control is applied in 0.3-0.4Mpa.It is required that finish brushing (spraying) will uniformly, thickness is consistent, must not leak brush.
Wall, the column of FS102 water-proof concrete construction preferably use curing in the mold, and curing time should not be less than 3 days, curing in the mold
After continue watering, covering curing, curing time should not be less than 14 days.The construction of large volume FS102 water-proof concrete should be according to
Mass concrete construction method processing.
Step 6, the construction of FS101 waterproof mortar external wall elevation
It is after the completion of concrete construction, outer plinth course wire brushing is clean, and carried out before smearing waterproof mortar with water
It rinses.Hair pulling treatment is carried out using the cement mortar mixed with building adhesive, after it reaches some strength, with the element mixed with FS101
Cement slurry is combined processing on surface, then spreads the 20mm thickness FS101 waterproof mortar prepared, smeared with trowel flatten it is closely knit.
Yin-yang angular position is made into fillet, and external corner arc diameter 20mm, inner corner trim arc diameter 50mm smear two times FS101 Waterproof sands after plain-water slurry processing
It starches and press polish is compacted.Facade waterproof construction does not stay construction joint that should stay transverse joint when must such as stay seam as far as possible, forbids to stay perps.
After the completion of waterproof mortar, curing time should not be less than 14 days, should keep mortar surface wet during maintenance.
Step 7, backfill construction.
The foregoing is only a preferred embodiment of the present invention, but scope of protection of the present invention is not limited thereto,
Anyone skilled in the art in the technical scope disclosed by the present invention, according to the technique and scheme of the present invention and its
Inventive concept is subject to equivalent substitution or change, should be covered by the protection scope of the present invention.
Claims (8)
1. a kind of FS101, FS102 underground rigid composite water-proof construction method, characterized in that construction procedure are as follows:
Step 1, excavation pit,
Step 2, concrete cushion construction
Cushion construction, the concrete cushion of FS102 compact-type waterproof concrete structure bottom plate, intensity are carried out after the completion of foundation pit check of foundation subsoil
Grade is no less than C15, and thickness is no less than 100mm, and 150mm is no less than in Soft Soil Layer；
Step 3, the construction of FS101 Waterproof sand plane
A, cushion construction carry out waterproof matrix processing after the completion, search crack existing for mat surface, after discovery immediately
Surface crack is blocked and smoothed out using FS101 waterproof cement mortar；
B, base treatment carry out watering to bed course after the completion and moisten, but must not be there are ponding, and then the FS101 of brushing 2mm thickness is anti-
Water cement element slurry, plain pulp layer will smear uniformly, cannot form accumulation；
C smears pressure 20mm thickness FS101 waterproof cement mortar before the slurry initial set of FS101 waterproof cement element, and FS101 waterproof mortar course is answered
It is compacted press polish；
D, maintenance, after FS101 waterproof mortar final set, not preferably less than 5 DEG C of curing temperature, curing time should not be less than 14 days, maintenance
Period should keep mortar surface wet；
Step 4, assembling reinforcement
Step 5, the construction of FS102 water-proof concrete
A cleans out the sundries in template before construction, the various reinforcing bars or tie up that FS102 waterproof concrete structure inside is arranged
Wire-tie must not contact template；
B, placement layer by layer, placement layer by layer thickness should not exceed 500mm, and continuous placing, few indwelling construction joint；With vibrating head by pouring
It builds layer to vibrate, vibrating head sinks to it in concrete naturally perpendicular to concrete surface；Before the front end of vibrating head should be inserted into
One-time-concreting layer, insertion depth are no less than 50mm；
C carries out plastering processing before the initial set of FS102 water-proof concrete, final set respectively；
Finish brushing: d after facing is cleaned out, carries out finish brushing or spraying to facing.It should will such as be sprayed with spraying
Pressure is controlled in 0.3-0.4Mpa, it is desirable that finish brushing will uniformly, and thickness is consistent, must not leak brush；
E, maintenance, wall, the column of FS102 water-proof concrete construction preferably use curing in the mold, and curing time should not be less than 3 days, band mould
Continue watering, covering curing after maintenance, curing time should not be less than 14 days；
Step 6, the construction of FS101 waterproof mortar external wall elevation
A, it is after the completion of concrete construction, outer plinth course wire brushing is clean, and rushed before smearing waterproof mortar with water
It washes；
B carries out hair pulling treatment using the cement mortar mixed with building adhesive, after it reaches some strength, with the element mixed with FS101
Cement slurry is combined processing on surface, then spreads the 20mm thickness FS101 waterproof mortar prepared, smeared with trowel flatten it is closely knit；
C, yin-yang angular position are made into fillet, and external corner arc diameter 20mm, inner corner trim arc diameter 50mm smear two times FS101 after plain-water slurry processing
Waterproof mortar and press polish compacting；
D is conserved, and after the completion of waterproof mortar, curing time should not be less than 14 days, should keep mortar surface wet during maintenance；
Step 7, backfill construction.
2. a kind of FS101, FS102 underground rigid composite water-proof construction method according to claim 1, characterized in that step
Rapid three when requiring FS101 waterproof mortar to construct, and environment must not be lower than 5 DEG C, and substrate surface temperature should be maintained at 0 DEG C or more, the summer
Ji Buyi constructs under 35 DEG C or more or burning sun irradiation.
3. a kind of FS101, FS102 underground rigid composite water-proof construction method according to claim 1, characterized in that step
Rapid three, when pressing with finger, when can be pressed into plain pulp layer 1/4-1/2, start the operation for carrying out step c.
4. a kind of FS101, FS102 underground rigid composite water-proof construction method according to claim 1, characterized in that step
Rapid three basement bottom boards FS101 mortar construction of waterproof layer is such as subjected to larger load in back side, should be in FS101 mortar waterproof
The FS102 pea gravel concreten protective layer of one of 40-50mm thickness is set on layer, and pea gravel concreten strength grade is not less than C30.
5. a kind of FS101, FS102 underground rigid composite water-proof construction method according to claim 1, characterized in that step
Rapid five carry out dewatering and drainage work before construction, should not in the environment for having ponding casting concrete, and require structural thickness not
It obtains and is less than 250mm；Slump inspection is carried out to per car water-proof concrete, FS102 water-proof concrete, which enters to pump slump, preferably to be controlled
120mm-160mm, slump is lost per hour should not exceed 20mm, and total losses should not exceed 40mm.
6. a kind of FS101, FS102 underground rigid composite water-proof construction method according to claim 1, characterized in that step
When rapid five constructions FS102 water-proof concrete, molding temperature must not be lower than 5 DEG C, and should not exceed 35 DEG C, and scene temperature is higher than 35
DEG C when should carry out watering cooling to metal form, but must not there are ponding.
7. a kind of FS101, FS102 underground rigid composite water-proof construction method according to claim 1, characterized in that step
When the bolt of rapid five fixed form has to pass through concrete structure, it can be used tool-type bolt or bolt add plug, on bolt
It should be welded with rectangular seal ring, the groove that should be will be left behind after demoulding FS101 waterproof mortar sealing smoothing.
8. a kind of FS101, FS102 underground rigid composite water-proof construction method according to claim 1, characterized in that step
Rapid six facade waterproofs construction does not stay construction joint that should stay transverse joint when must such as stay seam as far as possible, forbids to stay perps.
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111809709A (en) * | 2020-08-19 | 2020-10-23 | 北京中房国建地下防水工程顾问有限公司 | Waterproof structure at open ditch node of bearing groove and construction method thereof |
| CN111945897A (en) * | 2020-08-19 | 2020-11-17 | 北京中房国建地下防水工程顾问有限公司 | Wall embedded part waterproof structure and construction method thereof |
| CN111945902A (en) * | 2020-08-19 | 2020-11-17 | 北京中房国建地下防水工程顾问有限公司 | Waterproof layer node structure of kitchen and bathroom and construction method thereof |
| CN112854311A (en) * | 2021-02-05 | 2021-05-28 | 王辰悦 | Underground waterproof system with same life cycle as building and construction method thereof |
| CN113149527A (en) * | 2021-04-23 | 2021-07-23 | 北京龙阳伟业科技股份有限公司 | FS 101-doped special mortar and construction process thereof |
| CN113445747A (en) * | 2021-06-28 | 2021-09-28 | 福建伯裕堡建筑科技发展有限公司 | Rigid composite waterproof structure containing FJT waterproof compacting agent and construction method thereof |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106499066A (en) * | 2016-11-18 | 2017-03-15 | 北京龙阳伟业科技股份有限公司 | A kind of method that utilization FS101 mortar waterproof agents carry out building waterproof layer construction |
-
2018
- 2018-08-17 CN CN201810941100.2A patent/CN109056843A/en active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106499066A (en) * | 2016-11-18 | 2017-03-15 | 北京龙阳伟业科技股份有限公司 | A kind of method that utilization FS101 mortar waterproof agents carry out building waterproof layer construction |
Non-Patent Citations (4)
| Title |
|---|
| 刘曲波等: ""地下刚性复合防水技术施工要点"", 《住宅产业》 * |
| 刘浩: "《装饰材料构造与预算——室内施工设计实训攻略》", 31 August 2012, 东北师范大学出版社 * |
| 李志文等: "《混凝土主体工程施工》", 31 January 2016, 厦门大学出版社 * |
| 杨永起等: "《建筑防水施工技术》", 31 October 2015, 中国建材工业出版社 * |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111809709A (en) * | 2020-08-19 | 2020-10-23 | 北京中房国建地下防水工程顾问有限公司 | Waterproof structure at open ditch node of bearing groove and construction method thereof |
| CN111945897A (en) * | 2020-08-19 | 2020-11-17 | 北京中房国建地下防水工程顾问有限公司 | Wall embedded part waterproof structure and construction method thereof |
| CN111945902A (en) * | 2020-08-19 | 2020-11-17 | 北京中房国建地下防水工程顾问有限公司 | Waterproof layer node structure of kitchen and bathroom and construction method thereof |
| CN111945897B (en) * | 2020-08-19 | 2022-03-29 | 北京中房国建地下防水工程顾问有限公司 | Wall embedded part waterproof structure and construction method thereof |
| CN112854311A (en) * | 2021-02-05 | 2021-05-28 | 王辰悦 | Underground waterproof system with same life cycle as building and construction method thereof |
| CN113149527A (en) * | 2021-04-23 | 2021-07-23 | 北京龙阳伟业科技股份有限公司 | FS 101-doped special mortar and construction process thereof |
| CN113445747A (en) * | 2021-06-28 | 2021-09-28 | 福建伯裕堡建筑科技发展有限公司 | Rigid composite waterproof structure containing FJT waterproof compacting agent and construction method thereof |
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Application publication date: 20181221 |