CN113431210A - Connection construction method for different waterproof coiled material nodes - Google Patents

Connection construction method for different waterproof coiled material nodes Download PDF

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Publication number
CN113431210A
CN113431210A CN202110630055.0A CN202110630055A CN113431210A CN 113431210 A CN113431210 A CN 113431210A CN 202110630055 A CN202110630055 A CN 202110630055A CN 113431210 A CN113431210 A CN 113431210A
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China
Prior art keywords
adhesive film
waterproof
self
polymer
coiled material
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CN202110630055.0A
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Chinese (zh)
Inventor
王栋
马国伟
王玲
许亮
于慧洋
吴小东
段露瑶
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Hebei University of Technology
CITIC Construction Co Ltd
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Hebei University of Technology
CITIC Construction Co Ltd
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Priority to CN202110630055.0A priority Critical patent/CN113431210A/en
Publication of CN113431210A publication Critical patent/CN113431210A/en
Pending legal-status Critical Current

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    • 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
    • E04B1/665Sheets or foils impervious to water and water vapor

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

Abstract

The invention discloses a connection construction method for different waterproof coiled material nodes. The method comprises the following steps: laying the high-molecular self-adhesive film waterproof coiled material on a concrete cushion layer by adopting a pre-laying and anti-sticking method; carrying out throwing racking treatment on the high-molecular self-adhesive film waterproof coiled material; binding reinforcing steel bars on the paved macromolecular self-adhesive film waterproof coiled material, and pouring concrete; the bottom plate is chosen the plane part outward and is scribbled non-curing rubber pitch waterproof coating, adopts transition material to pass through, and the bottom plate is thrown the polymer of racking and is chosen the plane part outward from glued membrane waterproofing membrane turn-ups to bottom plate, closes up at the polymer from glued membrane waterproofing membrane for the tip and seals. By adopting the technical scheme of the invention, the problem that two different waterproof materials cannot be effectively connected at the connecting point in the existing building construction process is solved, and the waterproof effect of the connecting point between the different waterproof materials can be improved.

Description

Connection construction method for different waterproof coiled material nodes
Technical Field
The invention relates to the technical field of concrete curing in alpine regions, in particular to a connection construction method for different waterproof coiled material nodes.
Background
Structural waterproofing (foundations, exterior walls, etc.) has achieved significant success in materials and equipment and construction processes as an important part of building construction. The polymer self-adhesive film waterproof material (generally including the polymer sheet layer, polymer self-adhesive film layer and resistant particle layer) is because its self anti-piercing ability is strong, anti ultraviolet radiation performance is strong, the time limit for a project is short and require lowly (compare with traditional waterproofing membrane need not the primary coat) to the construction conditions and obtained the extensive concern of building trade in recent years, it combines the anti-construction process that glues of pre-paving, with the glossy high density polyethylene membrane face of polymer self-adhesive film waterproofing membrane's coiled material towards the bed course, it is towards constructor to wait the particle layer, the construction is simple swift, accelerate the construction progress and can effective control scurry the emergence of water phenomenon.
However, in order to achieve the expected effect of the polymer self-adhesive film waterproof roll in the construction process of the pre-paving and anti-sticking method, the poured concrete is slowly cross-linked and meshed with the self-adhesive layer of the polymer self-adhesive film waterproof roll under the action of gravity before initial setting, and physical adsorption and mortise and tenon effects are generated in the hydration process of the concrete, so that the roll and the post-poured concrete are firmly bonded together and are not easy to separate. Therefore, the structure which is constructed firstly and then is waterproof is not suitable for the macromolecule self-adhesive film waterproof coiled material and the construction method thereof. However, the existing members such as the outer wall and the like are made of traditional waterproof materials, such as self-adhesive polymer modified asphalt waterproof coiled materials, and a problem is caused based on the above problem, namely how to implement the waterproof structure of the two waterproof coiled materials at the joint, and the quality of construction at the joint greatly affects the overall waterproof performance of the structure in the later period, so that a construction method capable of matching the joint points of two different waterproof materials is urgently needed.
Disclosure of Invention
The invention aims to provide a connection construction method for different waterproof coiled material nodes, and solves the problem that two different waterproof materials cannot be effectively connected at a connecting point in the existing building construction process.
In order to achieve the purpose, the technical scheme of the invention is as follows: a connection construction method for different waterproof roll joints comprises the following steps:
s102, paving the high-molecular self-adhesive film waterproof coiled material on a concrete cushion layer by adopting a pre-paving and anti-sticking method;
s104, carrying out throwing racking treatment on the high-molecular self-adhesive film waterproof coiled material at the permanent protection wall (serving as a template when concrete is poured);
s106, binding reinforcing steel bars on the polymer self-adhesive film waterproof roll paved in the S102, and pouring concrete;
s108, the bottom plate is chosen the plane (node junction) part outward and is scribbled non-curing rubber asphalt waterproof coating, adopt transition material to pass through, the bottom plate gets rid of the polymer of racking and chooses the plane part outward from adhesive film waterproof roll turn-ups to the bottom plate, bond through non-curing rubber asphalt waterproof coating and transition material, outer wall self-adhesion polymer modified asphalt waterproof roll lays to bottom plate upper surface external corner department, bond through non-curing rubber asphalt waterproof coating and the polymer after the turn-ups from adhesive film waterproof roll, it is sealed to close up at the polymer from adhesive film waterproof roll tip with waterproof sealing material.
Further, in step S102, the long sides of the adjacent polymer self-adhesive film waterproof rolls are overlapped and preferably 70mm in width, and the short sides of the adjacent polymer self-adhesive film waterproof rolls are butted and preferably 160mm in width.
Through the setting, can make the waterproofing membrane of this scheme can be firm after the rainwater soaks link together, avoided taking place the condition that breaks away from because of the rainwater soaks between the waterproofing membrane, maintained the stability of this scheme.
Furthermore, the transition material adopts a double-sided self-adhesive polymer modified asphalt waterproof coiled material.
Through the arrangement, the two waterproof rolls can be tightly connected together by virtue of the materials, so that the condition that the waterproof rolls are separated from each other is avoided.
Compared with the prior art, the beneficial effect of this scheme: the problem of difficult joint construction of the joint when different waterproof materials are used for the foundation slab and the outer wall can be effectively solved.
Drawings
FIG. 1 is a schematic structural view of a polymer self-adhesive film waterproof roll and a self-adhesive polymer modified asphalt waterproof roll at a node in this embodiment;
FIG. 2 is a schematic diagram of the long-side lapping of the waterproof roll of high-molecular self-adhesive film in this embodiment;
FIG. 3 is a schematic diagram of the short edge butt joint of the waterproof roll of polymer self-adhesive film in this embodiment;
fig. 4 is a schematic structural diagram of the racking process in this embodiment.
Detailed Description
The present invention will be described in further detail below by way of specific embodiments:
reference numerals in the drawings of the specification include: the waterproof material comprises a high-molecular self-adhesive film waterproof coiled material 1, a concrete cushion layer 2, a permanent protection wall 3, a self-adhesive polymer modified asphalt waterproof coiled material 4, a non-cured rubber asphalt waterproof coating 5, a double-sided self-adhesive polymer modified asphalt waterproof coiled material 6, a reinforced concrete bottom plate 7, a waterproof sealing material 8 and a temporary protection wall 9.
Examples
As shown in figures 1 and 4: a connection construction method for different waterproof roll joints comprises the following steps:
s102, paving the polymer self-adhesive film waterproof roll 1 on the concrete cushion layer 2 by adopting a pre-paving reverse-adhesion method, wherein as shown in the attached drawing 2, the long edges of the adjacent polymer self-adhesive film waterproof roll 1 are lapped, and the lapping width is 70 mm; as shown in fig. 3, the short edges of the adjacent polymer self-adhesive film waterproof rolls 1 are butted, and the butted width is 160 mm; after the connecting areas are connected together, a glue pressing roller is used for rolling, and force is applied when the overlap edge is rolled, so that the good bonding of the overlap edge is ensured, and the operation process is repeated until the whole plane is laid.
S104, throwing racking processing is carried out at permanent protection wall 3 (as the template when concreting), enough polymer is reserved from adhesive film waterproof coiled material 1 so that throwing racking processing is carried out after concreting is finished, and the temporary protection wall 9 is used for fixing.
S106, because the macromolecule self-adhesive film waterproof coiled material 1 has the advantages of puncture resistance, good ultraviolet resistance and the like, reinforcing steel bars can be directly bound on the macromolecule self-adhesive film waterproof coiled material 1 paved in the S102, and concrete is poured;
s108, the bottom plate is chosen the plane (node junction) part outward and is scribbled non-curing rubber asphalt waterproofing paint 5, adopt transition material to pass through, transition material adopts two-sided self-adhesive polymer modified asphalt waterproofing membrane 6, the bottom plate gets rid of the 1 turn-ups of the polymer self-adhesive film waterproofing membrane of racking to the bottom plate chooses the plane part outward, bond through non-curing rubber asphalt waterproofing paint 5 and transition material, self-adhesive polymer modified asphalt waterproofing membrane 4 of outer wall is spread and is pasted to bottom plate upper surface external corner department, bond through non-curing rubber asphalt waterproofing paint 5 and polymer after the turn-ups from adhesive film waterproofing membrane 1, it is sealed to close up with waterproof sealing material 8 at 1 tip of polymer self-adhesive film waterproofing membrane.
Specifically, the construction method of the joint connection comprises the steps of firstly coating a layer of non-cured rubber asphalt waterproof coating 5 on the overhanging plane of the bottom plate, bonding double-sided self-adhesive polymer modified asphalt waterproof coiled material 6, coating a layer of non-cured rubber asphalt waterproof coating 5 on the double-sided self-adhesive polymer modified asphalt waterproof coiled material, flanging the thrown macromolecular self-adhesive film waterproof coiled material 1 to the double-sided self-adhesive polymer modified asphalt waterproof coiled material 6 coated with the non-cured rubber asphalt waterproof coating 5, coating a layer of non-cured rubber asphalt waterproof coating 5 on the macromolecular self-adhesive film, finally bonding the self-adhesive polymer modified asphalt waterproof coiled material 4 of the wall body with the wall body, and closing up and sealing the end part of the coiled material by using a waterproof sealing material 8.
The foregoing are merely examples of the present invention and common general knowledge of known specific structures and/or features of the schemes has not been described herein in any greater detail. It should be noted that, for those skilled in the art, without departing from the structure of the present invention, several changes and modifications can be made, which should also be regarded as the protection scope of the present invention, and these will not affect the effect of the implementation of the present invention and the practicability of the patent. The scope of the claims of the present application shall be determined by the contents of the claims, and the description of the embodiments and the like in the specification shall be used to explain the contents of the claims.

Claims (3)

1. A connection construction method for different waterproof roll joints is characterized in that: the method comprises the following steps:
s102, paving the high-molecular self-adhesive film waterproof coiled material on a concrete cushion layer by adopting a pre-paving and anti-sticking method;
s104, carrying out throwing racking treatment on the high-molecular self-adhesive film waterproof coiled material at the permanent protection wall (serving as a template when concrete is poured);
s106, binding reinforcing steel bars on the polymer self-adhesive film waterproof roll paved in the S102, and pouring concrete;
s108, the bottom plate is chosen the plane (node junction) part outward and is scribbled non-curing rubber asphalt waterproof coating, adopt transition material to pass through, the bottom plate gets rid of the polymer of racking and chooses the plane part outward from adhesive film waterproof roll turn-ups to the bottom plate, bond through non-curing rubber asphalt waterproof coating and transition material, outer wall self-adhesion polymer modified asphalt waterproof roll lays to bottom plate upper surface external corner department, bond through non-curing rubber asphalt waterproof coating and the polymer after the turn-ups from adhesive film waterproof roll, it is sealed to close up at the polymer from adhesive film waterproof roll tip with waterproof sealing material.
2. The connection construction method for different waterproof roll joints according to claim 2, wherein: in the step S102, the long sides of the adjacent polymer self-adhesive film waterproof rolls are overlapped and preferably 70mm in width, and the short sides of the adjacent polymer self-adhesive film waterproof rolls are butted and preferably 160mm in width.
3. The connection construction method at different waterproofing membrane nodes according to any one of claims 1 to 3, characterized in that: the transition material adopts a double-sided self-adhesive polymer modified asphalt waterproof coiled material.
CN202110630055.0A 2021-06-07 2021-06-07 Connection construction method for different waterproof coiled material nodes Pending CN113431210A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114108698A (en) * 2021-12-21 2022-03-01 中建科工集团有限公司 Construction method of basement bottom plate and outer wall waterproof structure

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN203247780U (en) * 2013-05-15 2013-10-23 深圳市市政设计研究院有限公司 Multi-cover-plate roof high seam waterproof pitch point
CN110607809A (en) * 2019-08-12 2019-12-24 中国建筑第二工程局有限公司 Waterproof construction method for basement of building engineering
CN110777951A (en) * 2019-11-13 2020-02-11 北京首钢建设集团有限公司 Waterproof construction method for waterproof interfaces made of different materials
KR102212207B1 (en) * 2020-07-21 2021-02-05 여인기 Waterproof system using a self-adhesive connection type composite sheet
CN213087082U (en) * 2020-06-20 2021-04-30 北京东方雨虹防水工程有限公司 Lapping structure for bottom plate waterproof coiled material and side wall waterproof coiled material
CN213086875U (en) * 2020-09-02 2021-04-30 北京远大洪雨防水工程有限公司 Basement bottom plate and wall body handing-over department waterproof layer processing structure

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN203247780U (en) * 2013-05-15 2013-10-23 深圳市市政设计研究院有限公司 Multi-cover-plate roof high seam waterproof pitch point
CN110607809A (en) * 2019-08-12 2019-12-24 中国建筑第二工程局有限公司 Waterproof construction method for basement of building engineering
CN110777951A (en) * 2019-11-13 2020-02-11 北京首钢建设集团有限公司 Waterproof construction method for waterproof interfaces made of different materials
CN213087082U (en) * 2020-06-20 2021-04-30 北京东方雨虹防水工程有限公司 Lapping structure for bottom plate waterproof coiled material and side wall waterproof coiled material
KR102212207B1 (en) * 2020-07-21 2021-02-05 여인기 Waterproof system using a self-adhesive connection type composite sheet
CN213086875U (en) * 2020-09-02 2021-04-30 北京远大洪雨防水工程有限公司 Basement bottom plate and wall body handing-over department waterproof layer processing structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114108698A (en) * 2021-12-21 2022-03-01 中建科工集团有限公司 Construction method of basement bottom plate and outer wall waterproof structure

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Application publication date: 20210924