CN115142565A - Plugging construction process of fully-inserted outer wall screw hole - Google Patents
Plugging construction process of fully-inserted outer wall screw hole Download PDFInfo
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- CN115142565A CN115142565A CN202210912938.5A CN202210912938A CN115142565A CN 115142565 A CN115142565 A CN 115142565A CN 202210912938 A CN202210912938 A CN 202210912938A CN 115142565 A CN115142565 A CN 115142565A
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- screw hole
- wall
- plugging
- wall body
- fully
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- 238000010276 construction Methods 0.000 title claims abstract description 23
- 238000000034 method Methods 0.000 title claims description 17
- 229920001971 elastomer Polymers 0.000 claims abstract description 24
- 239000004088 foaming agent Substances 0.000 claims abstract description 10
- 238000011144 upstream manufacturing Methods 0.000 claims abstract description 5
- 230000001680 brushing effect Effects 0.000 claims abstract description 3
- 239000004744 fabric Substances 0.000 claims description 12
- 238000012423 maintenance Methods 0.000 claims description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 3
- 238000005507 spraying Methods 0.000 claims description 2
- 230000000694 effects Effects 0.000 abstract description 5
- 230000000903 blocking effect Effects 0.000 abstract description 3
- 238000009435 building construction Methods 0.000 abstract description 2
- 238000005516 engineering process Methods 0.000 abstract 1
- 229920002635 polyurethane Polymers 0.000 description 9
- 239000004814 polyurethane Substances 0.000 description 9
- 239000004570 mortar (masonry) Substances 0.000 description 7
- 239000000463 material Substances 0.000 description 3
- 230000008595 infiltration Effects 0.000 description 2
- 238000001764 infiltration Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000010425 asbestos Substances 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 229910052895 riebeckite Inorganic materials 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Images
Classifications
-
- 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
-
- 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
- E04B1/68—Sealings of joints, e.g. expansion joints
- E04B1/6801—Fillings therefor
-
- 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
- E04B1/68—Sealings of joints, e.g. expansion joints
- E04B1/6816—Porous tubular seals for injecting sealing material
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
Abstract
The application discloses shutoff construction technology of outer wall screw hole of full interlude relates to building construction technical field, includes following step: s1, a small rubber plug is driven into one side of a wall body close to an outdoor upstream surface to seal a screw hole tightly; s2, injecting foaming agent into the screw hole from one side of the wall body outside the room, and extruding to be compact to form a filling layer; s3, a large rubber plug is driven into the screw hole from one side of the wall body outside the room to tightly plug the screw hole; s4, plugging the screw holes on the two sides of the indoor and outdoor wall bodies to form plugging layers; and S5, brushing a waterproof layer on the blocking layers on the indoor and outdoor sides of the wall. This application meets rainwater and can play the shutoff effect for a long time in high-rise building, has solved the easy problem of percolating through in the hole of rainwater.
Description
Technical Field
The application relates to the technical field of building construction, in particular to a plugging construction process of a full-penetration outer wall screw hole.
Background
The outer wall surface of the concrete shear wall plays an important role in engineering construction, in the construction engineering construction, the shear wall outer wall is commonly used for carrying out template reinforcement on a pull screw, and after a template is dismantled, a left screw hole is plugged by mortar before plastering the outer wall. If the mortar shutoff is not closely knit, when the condition such as rainwater appearing easy through the outer wall to the interior wall in the seepage (also called cold phenomenon), in case leakage point appears in certain screw hole when causing the outer wall screw hole seepage, then the infiltration hidden danger can appear in whole engineering outer wall to because whole wall constitutes a whole after the outer wall is plastered, extremely difficult finding the accurate position of leakage point on the shear force wall.
At present, use asbestos cement and waterproof material to constitute two-layer shutoff to the hole that the diameter is no less than 30mm at the outer wall face of shear force wall, though can play the shutoff effect in the short time, in high-rise building, in case after being in outer waterproof material oxidation dropout, the rainwater leaks to the problem in the hole that the diameter is no less than 30mm easily.
Disclosure of Invention
In order to solve the problem that rainwater is easy to seep into a hole with the diameter not less than 30mm after the waterproof material on the outer layer is oxidized and shed, the application provides a plugging construction process for the fully-penetrated outer wall screw hole.
The application provides a plugging construction process of a full-penetration outer wall screw hole, which adopts the following technical scheme:
a plugging construction process for a fully-inserted outer wall screw hole comprises the following steps:
s1, driving a small rubber plug into one side of a wall body close to an outdoor upstream surface to seal and tightly plug a screw hole;
s2, injecting a foaming agent into the screw hole from one side of the wall body outdoors and extruding to be compact to form a filling layer;
s3, a large rubber plug is driven into the screw hole from one side of the wall body outside the room to tightly plug the screw hole;
s4, plugging the screw holes on the two sides of the indoor and outdoor sides of the wall body to form a plugging layer;
and S5, brushing a waterproof layer on the plugging layer on one side of the indoor and outdoor water-facing surfaces of the wall body.
Optionally, the inner diameter of the screw hole is gradually reduced from one side outside the wall body to one side inside the wall body.
Optionally, at least one grid plate is fixed in the screw hole, the grid plate is located between the small rubber plug and the large rubber plug, and the grid plate is covered by the filling layer.
Optionally, at least one annular clamping groove is formed in the side wall of the screw hole, and the grid plate is clamped in the clamping groove.
Optionally, the filling layer is injected into the screw hole for filling in sections, a part of the filling layer is filled first, and the grid plate is fixed and then subsequently filled.
Optionally, the wall body is provided with mesh cloth at the positions of the holes at the two sides of the screw hole, and the blocking layer covers the mesh cloth.
Optionally, the small rubber plug and the large rubber plug fix the mesh cloth in the screw hole.
Optionally, after the construction of the plugging layer is completed, maintenance is required, and water spraying maintenance is carried out on the plugging layer inside and outside the wall.
In summary, the present application includes at least one of the following advantages: the screw hole middle part adopts the foamer to fill, and the whole concrete waterproof shutoff nature of outer wall shutoff layer all meets rainwater and can play the shutoff effect for a long time in high-rise building, has solved the problem in the easy infiltration hole of rainwater, and the check board in the screw hole can increase the steadiness of filling layer simultaneously for the filling layer is more firm in the screw hole.
Drawings
Fig. 1 is a schematic structural diagram of an embodiment of the present application.
Description of reference numerals:
1. a small rubber plug; 2. a filling layer; 3. a large rubber plug; 4. a blocking layer; 5. a waterproof layer; 6. a screw hole; 61. a grid plate; 62. a clamping groove.
Detailed Description
The following description of the embodiments of the present application is provided by way of specific examples, and other advantages and effects of the present application will be readily apparent to those skilled in the art from the disclosure herein. The present application is capable of other and different embodiments and its several details are capable of modifications and/or changes in various respects, all without departing from the spirit of the present application.
The present application is described in further detail below with reference to fig. 1.
The embodiment of the application discloses a plugging construction process of a fully-inserted outer wall screw hole. Referring to fig. 1, the plugging construction process of the fully-inserted outer wall screw hole comprises the following steps:
the method comprises the steps of firstly, constructing the screw hole 6 into a horn shape before plugging, expanding the outer wall surface 12 of the screw hole 2 into a horn shape by using an electric drill with the diameter of 16mm, gradually reducing the inner diameter of the screw hole 6 with the depth of the horn mouth of 40mm, the diameter of the bottom of 16mm and the diameter of an outer opening of 60-80 mm from one side outside the wall body to one side inside the wall body, cleaning the inside of the screw hole 6 completely, and driving a small rubber plug 1 into one side of the wall body close to the outdoor water-facing surface to plug the screw hole 6 tightly.
Step two, from the outdoor one side of wall body to drive into the foamer in the screw hole 6 and the extrusion is closely knit, and the foamer uses the polyurethane foamer in this embodiment, forms filling layer 2, in order to make filling layer 2 more closely knit, drives into the polyurethane foamer and fills up whole screw hole 6, makes things convenient for follow-up construction to press filling layer 2 more closely knit.
Meanwhile, in order to stabilize the filling layer 2 in the screw hole 6 and reduce the possibility that the filling layer 2 is loosened from the screw hole, at least one circular grid plate 61 is fixed in the screw hole 6, the grid plate 61 is made of plastic in the embodiment, one grid plate 61 is arranged, the number of the grid plates 61 can be determined according to the length of the screw hole 6 in other embodiments, the grid plate 61 has certain deformation capacity, and the grid plate 61 divides the screw hole 6 into a plurality of parts. In order to make the grid plate 61 more stable in the screw hole 6, an annular clamping groove 62 is formed on the length side wall of the middle position in the screw hole 6, and the clamping groove 62 is arranged around the inner wall of the screw hole 6.
When filling polyurethane foaming agent, earlier with the partial filling in screw hole 6, fill to the position of draw-in groove 61, go into draw-in groove 62 with grid plate 61 card, continue to fill polyurethane foaming agent, fill the net on the grid plate 61 completely, grid plate 61 can increase the adhesion of polyurethane foaming agent and screw hole 6 inner wall, can increase the steadiness of filling layer 2, filling layer 2 that is more firm in screw hole 6, fill polyurethane foaming agent until filling to the position of the entrance to a cave of screw hole 6, fill up screw hole 6.
And step three, a large rubber plug 3 is driven into the screw hole 6 from one side of the wall body outside the wall body to tightly plug the screw hole 6, and when the large rubber plug 3 enters the screw hole 6, the polyurethane foaming agent is extruded into the screw hole 6, so that the polyurethane foaming agent is more tightly filled, and the polyurethane foaming agent is tightly pressed on the small rubber plug 1.
And step four, plugging the screw holes 6 at the indoor side and the outdoor side of the wall body to form a plugging layer 4, wherein the plugging layer 4 in the embodiment uses micro-expansion waterproof mortar, and the holes at the two sides of the screw holes 6 are plugged. Meanwhile, in order to increase the stability between the micro-expansion waterproof mortar and the inner wall of the screw hole 6, the mesh cloth is arranged at the positions of the holes at the two sides of the screw hole 6, in order to fix the mesh cloth in the screw hole 6, the mesh cloth is stuffed in the screw hole 6 when the small rubber plug 1 and the large rubber plug 3 are driven in, meanwhile, the rest mesh cloth is paved on the inner walls of the holes at the two sides of the screw hole 6, the micro-expansion waterproof mortar is poured into the screw hole 6, the expansion waterproof mortar is paved on the Wangcao, the expansion waterproof mortar is contacted with the mesh cloth, the mesh cloth is fixed in the screw hole 6 through the small rubber plug 1 and the large rubber plug 3, the stability of the plugging layer 4 in the screw hole 6 can be increased, and the possibility that the plugging layer 4 falls off is reduced.
Step five, brush waterproof layer 5 on the shutoff layer 4 of the outdoor one side of the upstream face of wall body, the waterproof layer 5 uses JS polymer waterproof coating in this embodiment, waterproof layer 5 is the positive direction that length and width are 100mm, after thickness is 1.5mm, waterproof layer 5 can be with the gap shutoff between shutoff layer 4 and the 6 inner walls of screw hole, can reduce water and flow into in screw hole 6 from the gap, cause the possibility of damage to the wall body, can play waterproof effect well.
Finally, the above embodiments are only used for illustrating the technical solutions of the present application and not for limiting, although the present application is described in detail with reference to the preferred embodiments, it should be understood by those skilled in the art that modifications or equivalent substitutions can be made on the technical solutions of the present application without departing from the spirit and scope of the technical solutions of the present application, and all the technical solutions of the present application should be covered by the claims of the present application.
Claims (8)
1. A plugging construction process for a fully-inserted outer wall screw hole is characterized by comprising the following steps:
s1, a small rubber plug (1) is driven into one side of a wall body close to an outdoor upstream surface to seal and tightly plug a screw hole (6);
s2, injecting a foaming agent into the screw hole (6) from one side of the wall body outdoors and extruding to be compact to form a filling layer (2);
s3, a large rubber plug (3) is driven into the screw hole (6) from one side of the wall body outdoors to tightly plug the screw hole (6);
s4, plugging the screw holes (6) at the indoor side and the outdoor side of the wall body to form a plugging layer (4);
and S5, brushing a waterproof layer (5) on the plugging layer (4) on one side of the indoor and outdoor upstream surfaces of the wall body.
2. The plugging construction process of the fully-inserted outer wall screw hole according to the case requirement 1 is characterized in that: the inner diameter of the screw hole (6) is gradually reduced from one side outside the wall body to one side inside the wall body.
3. The plugging construction process of the fully-inserted outer wall screw hole according to the case requirement 2 is characterized in that: at least one grid plate (61) is fixed in the screw hole (6), the grid plate (61) is positioned between the small rubber plug (1) and the large rubber plug (3), and the grid plate (61) is covered by the filling layer (2).
4. The plugging construction process of the fully-inserted outer wall screw hole according to the case requirement 3 is characterized in that: the side wall of the screw hole (6) is provided with at least one annular clamping groove (62), and the grid plate (61) is clamped in the clamping groove (62).
5. The plugging construction process of the fully-penetrated outer wall screw hole according to the case requirement 4 is characterized in that: when the filling layer (2) is injected into the screw hole (6), part of the filling layer is filled in sections, and the grid plate (61) is fixed and then subsequently filled.
6. The plugging construction process of the fully-inserted outer wall screw hole according to the case requirement 1 is characterized in that: the positions of the wall body, which are positioned at the holes at the two sides of the screw hole (6), are provided with gridding cloth, and the plugging layer (5) covers the gridding cloth.
7. The plugging construction process of the fully-penetrated outer wall screw hole according to the case requirement 6 is characterized in that: the small rubber plug (1) and the large rubber plug (3) fix the mesh cloth in the screw hole (6).
8. The plugging construction process of the fully-inserted outer wall screw hole according to the case requirement 1 is characterized in that: and after the construction of the plugging layer (4) is finished, maintenance is required, and the water spraying maintenance is carried out on the plugging layer (4) inside and outside the wall.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202210912938.5A CN115142565A (en) | 2022-07-31 | 2022-07-31 | Plugging construction process of fully-inserted outer wall screw hole |
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Application Number | Priority Date | Filing Date | Title |
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CN202210912938.5A CN115142565A (en) | 2022-07-31 | 2022-07-31 | Plugging construction process of fully-inserted outer wall screw hole |
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CN115142565A true CN115142565A (en) | 2022-10-04 |
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CN202210912938.5A Withdrawn CN115142565A (en) | 2022-07-31 | 2022-07-31 | Plugging construction process of fully-inserted outer wall screw hole |
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Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN203684414U (en) * | 2014-01-28 | 2014-07-02 | 中建四局第三建筑工程有限公司 | Rapid blocking structure of screw hole of concrete structure outer wall |
WO2016126673A1 (en) * | 2015-02-02 | 2016-08-11 | Watson Bowman Acme Corporation | Expansion joint seal and expansion joint |
US20160289956A1 (en) * | 2014-09-26 | 2016-10-06 | Zhejiang Zhenshen Insulation Technology Corporation Limited | Foam glass integrated plate effective in water and fire proofing, thermal insulation and decoration |
CN206205164U (en) * | 2016-09-07 | 2017-05-31 | 上海市浦东新区建设(集团)有限公司 | A kind of device and the external wall structure of screw hole closure for the closure of outer wall screw hole |
CN209924489U (en) * | 2019-04-17 | 2020-01-10 | 江苏省苏中建设集团股份有限公司 | Screw hole plugging structure |
CN210857547U (en) * | 2019-07-26 | 2020-06-26 | 中建新疆建工(集团)有限公司 | Be used for outer wall screw rod entrance to a cave plugging device |
CN113136970A (en) * | 2021-03-30 | 2021-07-20 | 中建一局集团建设发展有限公司 | Outer wall screw hole plugging device and construction method |
-
2022
- 2022-07-31 CN CN202210912938.5A patent/CN115142565A/en not_active Withdrawn
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN203684414U (en) * | 2014-01-28 | 2014-07-02 | 中建四局第三建筑工程有限公司 | Rapid blocking structure of screw hole of concrete structure outer wall |
US20160289956A1 (en) * | 2014-09-26 | 2016-10-06 | Zhejiang Zhenshen Insulation Technology Corporation Limited | Foam glass integrated plate effective in water and fire proofing, thermal insulation and decoration |
WO2016126673A1 (en) * | 2015-02-02 | 2016-08-11 | Watson Bowman Acme Corporation | Expansion joint seal and expansion joint |
CN206205164U (en) * | 2016-09-07 | 2017-05-31 | 上海市浦东新区建设(集团)有限公司 | A kind of device and the external wall structure of screw hole closure for the closure of outer wall screw hole |
CN209924489U (en) * | 2019-04-17 | 2020-01-10 | 江苏省苏中建设集团股份有限公司 | Screw hole plugging structure |
CN210857547U (en) * | 2019-07-26 | 2020-06-26 | 中建新疆建工(集团)有限公司 | Be used for outer wall screw rod entrance to a cave plugging device |
CN113136970A (en) * | 2021-03-30 | 2021-07-20 | 中建一局集团建设发展有限公司 | Outer wall screw hole plugging device and construction method |
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Application publication date: 20221004 |