Nothing Special   »   [go: up one dir, main page]

CN114382287A - Basement roof waterproof construction method - Google Patents

Basement roof waterproof construction method Download PDF

Info

Publication number
CN114382287A
CN114382287A CN202210157350.3A CN202210157350A CN114382287A CN 114382287 A CN114382287 A CN 114382287A CN 202210157350 A CN202210157350 A CN 202210157350A CN 114382287 A CN114382287 A CN 114382287A
Authority
CN
China
Prior art keywords
waterproof
layer
construction method
coiled material
top plate
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN202210157350.3A
Other languages
Chinese (zh)
Inventor
赵寅
曹岳
宋文涛
臧传聪
张博陆
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China MCC20 Group Corp Ltd
Original Assignee
China MCC20 Group Corp Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by China MCC20 Group Corp Ltd filed Critical China MCC20 Group Corp Ltd
Priority to CN202210157350.3A priority Critical patent/CN114382287A/en
Publication of CN114382287A publication Critical patent/CN114382287A/en
Pending legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66Sealings

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Mechanical Engineering (AREA)
  • Road Repair (AREA)

Abstract

The invention provides a basement roof waterproof construction method, which comprises the following steps: after the concrete of the top plate reaches the preset strength, immediately cleaning the top plate; coating waterproof paint on the cleaned top plate base layer to form a waterproof paint layer; after the waterproof coating layer is dried, paving a waterproof coiled material on the waterproof coating layer; laying a geotextile isolation layer on the waterproof coiled material; and after the protective layer is laid on the geotextile isolation layer, a reinforcing mesh is laid in the protective layer. According to the basement roof waterproof construction method provided by the invention, waterproof construction is carried out at the basement roof concrete construction stage, the roof cleaning difficulty can be effectively reduced, the labor consumption caused by cleaning is greatly reduced, and the cost is saved; the construction time of earth backfill is shortened, and the construction period is shortened; compared with the prior art, the mortar leveling layer construction is not needed, and the waterproof effect can be effectively prevented from being influenced by the phenomena of cracks, looseness, sanding, peeling and the like of the mortar leveling layer.

Description

Basement roof waterproof construction method
Technical Field
The invention relates to the technical field of building construction, in particular to a basement roof waterproof construction method.
Background
The leakage is a ubiquitous phenomenon of all basements, generally appears in a local water leakage mode, the basements are different in geology and functions, different in design and construction, and various in water leakage positions and modes. The common basement roof waterproof design is concrete self-waterproof, and one to two flexible waterproof materials (such as non-cured rubber asphalt waterproof paint and SBS modified asphalt root-resistant waterproof coiled material) are added outside the basement roof. A large number of engineering practice statistics prove that about 80% of engineering waterproof effect is effective, but about 20% of the top plate of the basement of the engineering partially leaks, so that troubles are brought to use and leakage stoppage of people. In addition, when the roof is poured in a large area, due to the fact that measures are not in place, crushed cracks or construction joints of the peripheral structure of the basement are not properly processed due to temperature rise and fall caused by cement hydration heat, water passing channels are formed in the construction joints, completion acceptance is difficult to pass once, and waste of manpower and material resources is caused. Therefore, the known basement waterproofing method has various inconveniences and problems.
Disclosure of Invention
In view of the above, the invention provides a basement roof waterproof construction method, and aims to solve the problems that the existing basement roof waterproof construction method is inconvenient to construct and poor in waterproof effect.
The invention provides a basement roof waterproof construction method, which comprises the following steps:
step 1, immediately cleaning a top plate after the concrete of the top plate reaches a preset strength;
step 2, coating waterproof paint on the cleaned top plate base layer to form a waterproof paint layer;
step 3, after the waterproof coating layer is dried, paving a waterproof coiled material on the waterproof coating layer;
step 4, paving a geotextile isolation layer on the waterproof coiled material;
and 5, paving a protective layer on the geotextile isolation layer, and paving a reinforcing mesh in the protective layer.
Further, in the basement roof waterproof construction method, in the step 1, the preset strength is 70% -85%.
Further, in the waterproof construction method for the top plate of the basement, in the step 2, the non-cured rubber asphalt waterproof paint is uniformly coated on the top plate base layer to form the waterproof paint layer.
Further, in the basement roof waterproof construction method, the thickness of the waterproof coating layer is controlled to be 1-2 mm.
Further, in the basement roof waterproof construction method, the thickness of the waterproof coating layer is controlled to be 1.5 mm.
Further, in the above waterproof construction method for a top plate of a basement, the step 3 further includes:
baking the waterproof coiled material to be paved until the bottom glue layer of the waterproof coiled material is black and glossy and is mixed with micro bubbles, and then timely rolling the waterproof coiled material to be paved;
carrying out hot-melting welding on the lap joint of the waterproof coiled material laying area;
and carrying out waterproof treatment on the detailed structure of the waterproof coiled material laying area.
Further, in the above waterproof construction method for a top plate of a basement, the step 3 further includes: and arranging a waterproof coiled material additional layer at the position of the waterproof coiled material laying area protruding out of the wall surface.
Further, in the waterproof construction method for the top plate of the basement, in the step 4, after the geotextile isolation layer is laid, the protective layer is immediately arranged on the geotextile isolation layer and the protective layer cushion block is arranged.
Further, in the waterproof construction method for the top plate of the basement, in the step 5, a reinforcing mesh is laid on the middle upper portion of the protective layer.
Further, in the above waterproof construction method for a top plate of a basement, the method further includes: and 6, after the reinforcing mesh is laid, pouring concrete.
According to the invention, waterproof construction is carried out at the construction stage of the top plate concrete of the basement, so that the cleaning difficulty of the top plate can be effectively reduced, the labor consumption caused by cleaning is greatly reduced, and the cost is saved; the construction time of earth backfill is shortened, and the construction period is shortened; compared with the prior art, the mortar leveling layer construction is not needed, and the waterproof effect can be effectively prevented from being influenced by the phenomena of cracks, looseness, sanding, peeling and the like of the mortar leveling layer.
Drawings
Various other advantages and benefits will become apparent to those of ordinary skill in the art upon reading the following detailed description of the preferred embodiments. The drawings are only for purposes of illustrating the preferred embodiments and are not to be construed as limiting the invention. Also, like reference numerals are used to refer to like parts throughout the drawings. In the drawings:
fig. 1 is a schematic flow chart of a basement roof waterproofing method according to an embodiment of the invention;
fig. 2 is a schematic structural diagram of a basement roof waterproof construction layer provided by an embodiment of the invention.
Detailed Description
Exemplary embodiments of the present disclosure will be described in more detail below with reference to the accompanying drawings. While exemplary embodiments of the present disclosure are shown in the drawings, it should be understood that the present disclosure may be embodied in various forms and should not be limited to the embodiments set forth herein. Rather, these embodiments are provided so that this disclosure will be thorough and complete, and will fully convey the scope of the disclosure to those skilled in the art. It should be noted that the embodiments and features of the embodiments may be combined with each other without conflict. The present invention will be described in detail below with reference to the embodiments with reference to the attached drawings.
Referring to fig. 1 and 2, the basement roof waterproof construction method of the embodiment of the invention includes the following steps:
step 1, immediately cleaning the top plate 1 after the concrete of the top plate reaches the preset strength.
Specifically, the preset strength is 70% to 85%, preferably 80%. And pouring concrete on the top plate, trowelling and finishing to ensure that the surface is smooth, cleaning the base layer of the top plate until the strength of the concrete on the top plate is about 80%, cleaning up dust, sand, mortar, hard blocks and other impurities on the surface of the base layer, flushing for 1-3 times by using a high-pressure water gun, and performing the next procedure. In this step, can ensure the roughness of roof after to the roof clearance to do benefit to the contact force of reinforcing follow-up water proof coating and roof. In practice, the roof concrete needs to be maintained in time after the construction is completed, R50 circular arcs are smeared at the yin and yang corners by using finished mortar, and the concrete strength reaches 80% after about 7 days, so that the next waterproof construction can be carried out.
And 2, coating waterproof paint on the cleaned top plate base layer to form a waterproof paint layer 2.
Specifically, the non-cured rubber asphalt waterproof coating is uniformly coated on the top plate base layer to form the waterproof coating layer. The non-curing rubber asphalt waterproof coating can be uniformly coated on the surface of the base layer by a scraper, so that one-time coating is ensured, and the defects of scraping, bubbling and the like are avoided. The thickness of the waterproof coating layer is controlled to be 1-2mm, and preferably 1.5 mm.
In the step, the waterproof coating uses the non-cured rubber asphalt waterproof coating, and because the waterproof coating is directly contacted with the concrete substrate of the top plate, cracks and capillary holes of the base layer can be better sealed, because the coating always keeps the characteristic of sticky colloid, the self-healing capability is strong, the coating is sticky when being touched and is difficult to peel off, and the problem of water channeling of the waterproof layer is solved.
And 3, after the waterproof coating layer is dried, paving a waterproof coiled material 3 on the waterproof coating layer.
Specifically, the SBS modified asphalt root-resistant waterproof roll can be selected for laying.
In this embodiment, step 3 further includes:
and a substep 31, baking the waterproof roll to be laid until the bottom glue layer of the waterproof roll is black and glossy and is mixed with micro bubbles, and then timely rolling the waterproof roll to be adhered and laid.
Specifically, after the waterproof coating layer is dried (preferably, the waterproof coating layer does not stick feet), after the waterproof coiled material at the starting end is firmly stuck, the flame blowtorch is held to be aligned with the whole roll of waterproof coiled material to be paved, the blowtorch is 0.3-0.5m away from the heating position of the waterproof coiled material and the base layer, the baking is carried out in a reciprocating mode, the phenomenon that the flame stays at one position and is baked for too long time is avoided, the phenomenon that a tire base is exposed or the tire body and the modified asphalt base material are separated instantly is avoided, the heating is kept uniform, and the waterproof coiled material cannot be heated or burnt through; when the bottom glue layer of the waterproof coiled material is black and glossy and is mixed with micro bubbles (a large amount of bubbles cannot be generated), the coiled material is pushed and rolled in time for adhering and paving, and finally, the air exhausting and compacting process is carried out.
And a substep 32 of performing hot-melt welding on the lap seam of the waterproof coiled material laying area.
Particularly, the lap joint of waterproofing membrane and the department of receiving the head must be even, comprehensive toasting, must guarantee that the closely knit fusion of pitch between the lap joint coiled material, and have the melting pitch to extrude from the limit to strickle the hot melt adhesive of extruding with the scraper, seal along the limit to guarantee the airtight waterproof function of seam.
And a substep 33 of waterproofing the detailed structure of the waterproof roll laying area.
Specifically, the detailed structure waterproof structure mainly comprises a male and female corner, a deformation joint, a construction joint, a post-cast strip, a wall-through pipeline, an embedded member and the like.
The step may further include: and a substep 34 of arranging an additional layer of waterproofing membrane on the part of the waterproofing membrane laying area protruding out of the wall surface.
When the waterproof coiled material is specifically implemented, the additional layers of the waterproof coiled material are arranged at the positions protruding out of the pipe root, the internal corner and the external corner of the wall surface, and the like, so that the waterproof effect can be enhanced. Wherein, the width of the waterproof coiled material additional layer is not less than 500mm, the two sides are uniformly lapped and 250mm, and the waterproof coiled material additional layer is fully adhered.
And 4, paving a geotextile isolation layer 4 on the waterproof coiled material.
Specifically, after the geotextile isolation layer is laid, the geotextile isolation layer is immediately provided with the protective layer and the protective layer cushion block. The strength grade of the material of the cushion block of the protective layer is consistent with the strength of the concrete of the protective layer, so that the geotextile isolation layer can be effectively prevented from sliding; more specifically, the protective layer mat may be marble. In the step, a reminding mark or a protection device for forbidding the person to tread can be further arranged.
And 5, paving a protective layer 5 on the geotextile isolation layer, and paving a reinforcing mesh in the protective layer.
Specifically, the protective layer may be a 50mm thick C20 fine-grained concrete protective layer. And paving a steel bar mesh on the middle upper part of the protective layer. The reinforcing mesh can be a single-layer bidirectional reinforcing mesh with the diameter of 6@200 multiplied by 200. The geotextile isolation layer and the waterproof coiled material are mainly protected in the process of laying the reinforcing steel bar mesh, so that damage is avoided, concrete pouring can be carried out after the laying of the reinforcing steel bars is finished, 10-width bin dividing seams are arranged every 6m by 6m in the plane, and the seams are caulked by high polymer sealing factice; the separation seam is required to be a flat seam; the steel bars at the dividing joints are broken.
In this embodiment, the method may further include: and 6, after the reinforcing mesh is laid, pouring concrete.
In this embodiment, in the process of performing the above steps 1 to 6, none of the basement roof formwork supports is removed.
The waterproof construction method for the top plate of the basement provided by the embodiment can obviously be used for carrying out waterproof construction in the concrete construction stage of the top plate of the basement, so that the cleaning difficulty of the top plate can be effectively reduced, the labor consumption caused by cleaning is greatly reduced, and the cost is saved; the construction time of earth backfill is shortened, and the construction period is shortened; compared with the prior art, the mortar leveling layer construction is not needed, and the waterproof effect can be effectively prevented from being influenced by the phenomena of cracks, looseness, sanding, peeling and the like of the mortar leveling layer.
It will be apparent to those skilled in the art that various changes and modifications may be made in the present invention without departing from the spirit and scope of the invention. Thus, if such modifications and variations of the present invention fall within the scope of the claims of the present invention and their equivalents, the present invention is also intended to include such modifications and variations.

Claims (10)

1. A basement roof waterproof construction method is characterized by comprising the following steps:
step 1, immediately cleaning a top plate after the concrete of the top plate reaches a preset strength;
step 2, coating waterproof paint on the cleaned top plate base layer to form a waterproof paint layer;
step 3, after the waterproof coating layer is dried, paving a waterproof coiled material on the waterproof coating layer;
step 4, paving a geotextile isolation layer on the waterproof coiled material;
and 5, paving a protective layer on the geotextile isolation layer, and paving a reinforcing mesh in the protective layer.
2. The basement roof waterproofing construction method according to claim 1, wherein in the step 1, the preset strength is 70% -85%.
3. The waterproof construction method for the top plate of the basement as claimed in claim 1, wherein in the step 2, the waterproof paint layer is formed by uniformly painting non-cured rubber asphalt waterproof paint on the top plate base layer.
4. The basement roof waterproofing construction method according to claim 3, wherein the thickness of the waterproof paint layer is controlled to be 1-2 mm.
5. The basement roof waterproofing construction method according to claim 4, wherein the thickness of the waterproof paint layer is controlled to be 1.5 mm.
6. The basement roof waterproofing construction method according to claim 1, wherein the step 3 further comprises:
baking the waterproof coiled material to be paved until the bottom glue layer of the waterproof coiled material is black and glossy and is mixed with micro bubbles, and then timely rolling the waterproof coiled material to be paved;
carrying out hot-melting welding on the lap joint of the waterproof coiled material laying area;
and carrying out waterproof treatment on the detailed structure of the waterproof coiled material laying area.
7. The basement roof waterproofing construction method according to claim 6, wherein the step 3 further comprises: and arranging a waterproof coiled material additional layer at the position of the waterproof coiled material laying area protruding out of the wall surface.
8. The waterproof construction method for the top plate of the basement according to claim 1, wherein in the step 4, after the geotextile isolation layer is laid, the protective layer is arranged on the geotextile isolation layer and the protective layer cushion block is arranged.
9. The waterproof construction method for the top plate of the basement as claimed in claim 1, wherein in the step 5, a reinforcing mesh is laid on the middle upper portion of the protective layer.
10. The basement roof waterproofing construction method according to claim 1, further comprising: and 6, after the reinforcing mesh is laid, pouring concrete.
CN202210157350.3A 2022-02-21 2022-02-21 Basement roof waterproof construction method Pending CN114382287A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202210157350.3A CN114382287A (en) 2022-02-21 2022-02-21 Basement roof waterproof construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202210157350.3A CN114382287A (en) 2022-02-21 2022-02-21 Basement roof waterproof construction method

Publications (1)

Publication Number Publication Date
CN114382287A true CN114382287A (en) 2022-04-22

Family

ID=81205818

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202210157350.3A Pending CN114382287A (en) 2022-02-21 2022-02-21 Basement roof waterproof construction method

Country Status (1)

Country Link
CN (1) CN114382287A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115142389A (en) * 2022-08-02 2022-10-04 潍坊市坊子区水利局 Seepage-proofing and water-stopping method for hydraulic engineering

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN205894521U (en) * 2016-04-27 2017-01-18 苏州市德威防水科技有限公司 Top board waterproof protection architecture
CN112252462A (en) * 2020-10-29 2021-01-22 中国十九冶集团有限公司 Construction method of concrete roof layer waterproof structure
CN112392140A (en) * 2020-12-07 2021-02-23 中兴建设有限公司 Basement waterproof construction process
CN113216632A (en) * 2021-06-03 2021-08-06 中国电建集团四川工程有限公司 Basement waterproof construction method
CN214498105U (en) * 2020-11-27 2021-10-26 重庆恒昇大业建筑科技集团有限公司 Waterproof building roof

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN205894521U (en) * 2016-04-27 2017-01-18 苏州市德威防水科技有限公司 Top board waterproof protection architecture
CN112252462A (en) * 2020-10-29 2021-01-22 中国十九冶集团有限公司 Construction method of concrete roof layer waterproof structure
CN214498105U (en) * 2020-11-27 2021-10-26 重庆恒昇大业建筑科技集团有限公司 Waterproof building roof
CN112392140A (en) * 2020-12-07 2021-02-23 中兴建设有限公司 Basement waterproof construction process
CN113216632A (en) * 2021-06-03 2021-08-06 中国电建集团四川工程有限公司 Basement waterproof construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115142389A (en) * 2022-08-02 2022-10-04 潍坊市坊子区水利局 Seepage-proofing and water-stopping method for hydraulic engineering

Similar Documents

Publication Publication Date Title
CN110607809B (en) Waterproof construction method for basement of building engineering
CN106284425B (en) Basement in high rise building roof deformation stitches water proof structure construction method
CN106120873B (en) A kind of construction method of pile-raft foundation pre-installed and inverted adhered composite high-molecular waterproof roll
CN108708453A (en) Basementwaterproofing construction method
CN110984406A (en) Waterproof leakage-repairing construction method using non-cured rubber asphalt waterproof coating
CN105239729B (en) It has constructed the construction method of poling reparation of punching after roofing
CN110778062A (en) Facing paving structure of floor heating area and construction method thereof
CN114382287A (en) Basement roof waterproof construction method
CN112376610A (en) Waterproof construction method outside cross pipe gallery
CN113529982A (en) Deformation joint waterproof construction method
CN101775779A (en) Concrete road and bridge waterproof structure and construction method thereof
CN116411594A (en) Waterproof construction method
CN111535368A (en) Basement waterproof construction process
CN114960978B (en) Waterproof method for concrete joint without reserved embedded structure in reconstruction and expansion structure
CN212671027U (en) Leakage-proof structure for terrace roof
CN212405769U (en) Anti-slip large-gradient decorative surface layer structure
CN112267494B (en) Waterproof construction method outside crossed comprehensive pipe gallery
CN215715585U (en) Waterproof structure of piping lane
CN114059796B (en) Repair structure and repair method for brick masonry parapet
CN217027543U (en) Top plate T type socket joint formula antiseep post-cast strip structure
CN220336262U (en) Wet pavement structure of slope roof wet pavement tile
CN209923988U (en) Combined waterproof layer structure of top plate of green belt underground engineering
CN110424472B (en) Construction method for horizontally paving and pasting waterproof coiled materials on side wall of pipe gallery
CN115012590B (en) Positive roof construction method
CN116876674A (en) Paving method of waterproof coiled material

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20220422