CN113803533B - Construction method for newly adding waterproof casing pipe to wall body - Google Patents
Construction method for newly adding waterproof casing pipe to wall body Download PDFInfo
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- CN113803533B CN113803533B CN202110906992.4A CN202110906992A CN113803533B CN 113803533 B CN113803533 B CN 113803533B CN 202110906992 A CN202110906992 A CN 202110906992A CN 113803533 B CN113803533 B CN 113803533B
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- wall body
- wall
- waterproof
- hole
- wing ring
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L5/00—Devices for use where pipes, cables or protective tubing pass through walls or partitions
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L5/00—Devices for use where pipes, cables or protective tubing pass through walls or partitions
- F16L5/02—Sealing
- F16L5/10—Sealing by using sealing rings or sleeves only
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Building Environments (AREA)
Abstract
The invention discloses a construction method of a newly added waterproof casing pipe for a wall body, which comprises the following steps: forming a hole on the waterless surface of the wall, wherein the diameter of the waterless surface hole is larger than the outer diameter of the wing ring of the waterproof casing pipe, and the depth of the hole is L/2; the wall is provided with a hole from the upstream face, the diameter of the hole from the upstream face is larger than the outer diameter of the waterproof sleeve, and the depth of the hole is L/2; a hole is formed from the L/2 position of the wall body to the direction of the upstream face, the diameter of the hole is equal to the outer diameter of the wing ring, and the depth of the hole is b/2; putting a waterproof sleeve from one side of the wall body without the water surface opening, wherein a wing ring of the waterproof sleeve is positioned at the L/2 position; filling oil hemp in a gap between the outer wall of the waterproof sleeve and the concrete wall; the inner side and the outer side of the oil hemp filler are respectively blocked by using asbestos expansion cement; and (3) coating a waterproof ointment on the opening of the water-facing surface of the wall, wherein the thickness of the waterproof ointment is consistent with that of the waterproof coiled material on the water-facing surface side of the wall and is not less than 4mm. The construction method can install the waterproof sleeve on the poured wall body, the installation process is convenient, and hidden dangers of water leakage and water seepage do not exist after installation is finished.
Description
Technical Field
The invention relates to the field of building waterproof structures, in particular to a construction method for a newly added waterproof casing pipe of a wall body.
Background
The waterproof casing is also called a wall casing and a wall casing, and is divided into a rigid waterproof casing and a flexible waterproof casing. The flexible waterproof sleeve is mainly used in places with high protection requirements, such as civil air defense walls and pools, and the rigid waterproof sleeve is generally used in places where pipelines, such as basements, need to penetrate through the pipelines.
The conventional installation method for the pipeline to penetrate through the basement outer wall and the pool side wall is to embed the waterproof sleeve before concrete pouring, after embedding is completed, the wall is formed by pouring concrete at one time, and after pipeline installation is completed, the waterproof sleeve is provided with corresponding plugging measures, so that water seepage of the wall can be effectively prevented.
In actual engineering construction, the concrete wall is poured, but the waterproof sleeve is not buried, and the pipeline needs to be newly added on the wall, at the moment, a new hole needs to be formed in the poured concrete wall, the new hole does not have the waterproof sleeve, and the wall has hidden troubles of water leakage and water seepage after the pipeline is installed, so that a construction method for newly adding the waterproof sleeve on the wall is urgently needed.
Disclosure of Invention
The technical problem to be solved by the invention is to provide a construction method of a newly-added wall waterproof sleeve aiming at the defects of the prior art, the construction method of the newly-added wall waterproof sleeve can be used for installing the waterproof sleeve on a poured wall, the hole opening position is flexible, the installation process is convenient, and no hidden danger of water leakage and water seepage exists after the installation.
In order to solve the problems existing in the background technology, the invention adopts the technical scheme that:
a construction method for adding a waterproof casing to a wall body comprises the following steps: defining the thickness of the wall body as L; the wing ring thickness is b;
the first step, the water-free surface of the wall is perforated, the diameter of the water-free surface is larger than the outer diameter of the wing ring of the waterproof casing, the difference between the two diameters is not smaller than 200mm, and the depth of the perforated hole is L/2.
Secondly, opening a hole from the upstream surface of the wall body, wherein the height between the center of the upstream surface opening and the center of the waterless surface opening from the horizontal ground is the same; the diameter of the opening on the upstream face is larger than the outer diameter of the waterproof casing, and the difference between the two diameters is not less than 200mm; the opening depth is L/2; the diameter of the opening on the upstream face is smaller than the outer diameter of the wing ring of the waterproof casing.
And thirdly, opening a hole from the L/2 position of the wall body to the upstream direction, wherein the diameter of the hole is equal to the outer diameter of the wing ring, and the depth of the hole is b/2.
Fourthly, placing a waterproof sleeve from one side of the wall body without the water surface opening hole, and enabling the center of the waterproof sleeve and the center of the water surface opening hole to be the same in height from the horizontal ground; the wing ring of the waterproof casing is positioned at the L/2 position and is jointed with the wall body.
Fifthly, filling oil ramie in a gap between the outer wall of the waterproof sleeve and the concrete wall,
when filling, the two sides of the wing ring are used as boundaries, and L/6 thickness is respectively filled into the waterless surface and the upstream surface of the wall body; when filling the hemp, the filling is required to be layered and filled for many times, and the filling is required to be compacted tightly.
And sixthly, filling gaps between the oil hemp filler and the waterless wall body and gaps between the oil hemp filler and the upstream wall body with asbestos expansion cement respectively.
And seventhly, coating waterproof factice on the opening of the water facing surface of the wall, wherein the thickness of the waterproof factice is consistent with that of the waterproof roll material on the water facing surface side of the wall and is not less than 4mm.
As a further optimization of the invention, the part of the waterproof sleeve (30) penetrating the wall needs to be a concrete wall; if a non-concrete wall is encountered, the concrete wall is locally used, the casting diameter of the non-concrete wall is larger than the diameter of the wing ring (33), and the difference between the diameters of the wing ring and the wing ring is not less than 200mm.
As a further preference of the invention, the thickness L of the wall body at the pipe penetrating position is more than 300mm, otherwise, one side or two sides of the wall body are thickened; the diameter of the thickened part is larger than that of the wing ring, and the difference between the diameters is not less than 200mm.
As a further preferred aspect of the present invention, after the opening of the upstream face and the non-water face is completed, the excess concrete slag in the hole needs to be cleaned, and the concrete contact surface with the opening needs to be roughened.
As a further preference of the present invention, the asbestos-expanding cement filler should be used up within 1 h; the maintenance of the asbestos expansion cement needs more than 24 hours, and a water-through test can be carried out.
As a further preferred aspect of the present invention, when the newly added waterproof casing is a rigid waterproof casing, a wing ring is arranged in the middle of the rigid waterproof casing, and the wing ring is welded to the outer wall of the rigid waterproof casing; and a check ring is arranged in the middle of the rigid waterproof sleeve and welded with the inner wall of the rigid waterproof sleeve.
As a further preference of the invention, when the newly added waterproof sleeve is a flexible waterproof sleeve, a wing ring is arranged in the middle of the flexible waterproof sleeve, and a waterless flange and a water-facing flange are respectively arranged at the waterless end and the water-facing end of the wall; the wing ring, the waterless flange and the upstream flange are welded with the outer pipe wall of the flexible waterproof sleeve; and the flexible waterproof sleeves on the upstream side and the non-water side are provided with check rings, and the check rings are welded with the inner walls of the flexible waterproof sleeves.
The invention has the following beneficial effects:
1. the newly added pipeline and the waterproof sleeve can be arranged on the poured concrete wall, the construction position is flexible and convenient, and the construction method is not limited by the site.
2. The waterproof sleeve pipe does not have the hidden danger of leaking, infiltration after the installation is accomplished.
Drawings
FIG. 1 is a schematic structural diagram of a rigid waterproof casing pipe in the construction method of the newly added waterproof casing pipe for the wall body.
FIG. 2 is a schematic structural diagram of a flexible waterproof casing of the construction method of the newly added waterproof casing of the wall body.
Among them are:
10. a wall body; 11. a waterless wall; 12. opening a hole on a waterless surface; 13. a water-facing wall; 14. opening a hole on the upstream surface; 15. waterproof coiled materials;
20. oil flax; 21. asbestos expansive cement; 22. waterproof ointment;
30. a waterproof sleeve; 31. a rigid waterproof sleeve; 32. a flexible waterproof sleeve; 33. a wing ring; 34. a waterless flange; 35. a water-facing flange; 36. and a retainer ring.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings and specific preferred embodiments.
In the description of the present invention, it is to be understood that the terms "left side", "right side", "upper part", "lower part", etc., indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of describing the present invention and simplifying the description, but do not indicate or imply that the referred device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and that "first", "second", etc., do not represent an important degree of the component parts, and thus are not to be construed as limiting the present invention. The specific dimensions used in the present example are only for illustrating the technical solution and do not limit the scope of protection of the present invention.
A construction method for adding a waterproof casing to a wall body is characterized by comprising the following steps: defining the thickness of the wall 10 as L; the wing ring 33 has a thickness b; as shown in fig. 1 and 2:
firstly, forming a hole in the waterless wall body 11, wherein the diameter of the waterless hole 12 is larger than the outer diameter of the wing ring 33, the difference between the diameters is not smaller than 200mm, and the depth of the waterless hole 12 is L/2;
secondly, holes are formed in the upstream wall body 13, and the height between the center of the upstream hole 14 and the center of the waterless hole 12 from the horizontal ground is the same; the diameter of the opening 14 on the upstream face is larger than the outer diameter of the waterproof sleeve 30, and the difference between the two diameters is not less than 200mm; the opening depth of the opening 14 on the upstream face is L/2; the diameter of the water-facing surface opening 14 is smaller than the outer diameter of the wing ring 33;
thirdly, holes are formed from the L/2 position of the wall body 10 to the direction of the upstream wall body 13, the diameter of each hole is equal to the outer diameter of the wing ring 33, and the depth of each hole is b/2;
fourthly, putting the waterproof sleeve 30 from one side of the opening 12 of the waterless surface, so that the center of the waterproof sleeve 30 and the center of the opening 12 of the waterless surface have the same height from the horizontal ground; the wing ring 33 of the waterproof casing 30 is positioned at the L/2 position of the wall 10 and is jointed with the wall 10;
fifthly, filling the gap between the outer wall of the waterproof sleeve 30 and the wall 10 with the hemp 20, and filling L/6 of the gaps in the direction of the waterless wall 11 and the upstream wall 13 respectively by taking the two sides of the wing ring 33 as boundaries;
sixthly, filling gaps between the oil ramie 20 and the waterless wall body 11 and gaps between the oil ramie 20 and the upstream wall body 13 with asbestos expansion cement 21 respectively;
seventhly, when the contact surfaces in the seams are guaranteed to be free of rust, paint skin and dirt, and clean and dry, the opening 14 on the water-facing surface of the wall 10 is coated with the waterproof factice 22, and the thickness of the waterproof factice 22 is consistent with that of the waterproof roll 15 on the wall 10 and is not less than 4mm.
The through-wall part of the waterproof sleeve 30 needs to be a concrete wall; if a non-concrete wall is encountered, a concrete wall should be locally used, the casting diameter of the concrete wall should be larger than the diameter of the wing ring 33, and the difference between the diameters of the wing ring and the wing ring is not less than 200mm.
The thickness L of the wall 10 at the pipe penetrating position is larger than 300mm, otherwise, one side or two sides of the wall 10 are thickened; the thickened portion has a diameter greater than that of the wing ring 33 by a difference of not less than 200mm.
After the non-water wall 11 and the upstream wall 13 are respectively perforated, the excess concrete slag in the holes needs to be cleaned, and the contact surfaces of the concrete with the holes are roughened.
When the hemp 20 is filled, the materials need to be layered and filled for a plurality of times, and the filling materials need to be compacted tightly.
The asbestos expansion cement 21 should be used up within 1 hour; the maintenance of the asbestos expansion cement 21 needs more than 24 hours, and a water-through test can be carried out.
When the newly added waterproof sleeve 30 is the rigid waterproof sleeve 31, a wing ring 33 is arranged in the middle of the rigid waterproof sleeve 31, and the wing ring 33 is welded with the outer wall of the rigid waterproof sleeve 31.
The retainer ring 36 is a part of the inner wall of the waterproof sleeve and plays a role in fixing a subsequent pipeline and limiting a sealing ring.
A retainer ring 36 is arranged at the middle position of the rigid waterproof sleeve 31, and the retainer ring 36 is welded with the inner wall of the rigid waterproof sleeve 31.
When the newly-added waterproof sleeve 30 is a flexible waterproof sleeve 32, a wing ring 33 is arranged in the middle of the flexible waterproof sleeve 32, and an anhydrous flange 34 and an upstream flange 35 are respectively arranged at one end of the anhydrous wall 11 and one end of the upstream wall 13; after the waterless flange 34 and the upstream flange 35 are installed, paint is required to be brushed for corrosion prevention; the wing ring 33, the waterless flange 34 and the upstream flange 35 are welded to the outer pipe wall of the flexible waterproof casing 32.
Check rings 36 are arranged on the upstream side and the non-water side of the flexible waterproof sleeve 32, and the check rings 36 are welded with the inner wall of the flexible waterproof sleeve 32.
Although the preferred embodiments of the present invention have been described in detail, the present invention is not limited to the details of the embodiments, and various equivalent modifications can be made within the technical spirit of the present invention, and the scope of the present invention is also within the scope of the present invention.
Claims (10)
1. A construction method for adding a waterproof casing to a wall body is characterized by comprising the following steps:
defining the thickness of the wall body (10) as L; the wing ring (33) has a thickness b;
firstly, forming a hole in a waterless surface wall body (11), wherein the diameter of the waterless surface hole (12) is larger than the outer diameter of a wing ring (33), the difference between the diameters is not smaller than 200mm, and the hole depth of the waterless surface hole (12) is L/2;
secondly, holes are formed in the upstream wall body (13), and the height between the center of the upstream hole (14) and the center of the waterless hole (12) and the horizontal ground is the same; the diameter of the opening (14) on the upstream face is larger than the outer diameter of the waterproof sleeve (30), and the difference between the two diameters is not less than 200mm; the opening depth of the opening (14) on the upstream face is L/2; the diameter of the opening (14) on the upstream face is smaller than the outer diameter of the wing ring (33);
thirdly, a hole is formed from the L/2 position of the wall body (10) to the direction of the upstream wall body (13), the diameter of the hole is equal to the outer diameter of the wing ring (33), and the depth of the hole is b/2;
fourthly, placing a waterproof sleeve (30) from one side of the opening (12) of the waterless surface to ensure that the centers of the waterproof sleeve (30) and the opening (12) of the waterless surface have the same height from the horizontal ground; the wing ring (33) of the waterproof casing (30) is positioned at the L/2 position of the wall body (10) and is jointed with the wall body (10);
fifthly, filling the gap between the outer wall of the waterproof casing (30) and the wall body (10) with the hemp (20), wherein the filling is performed by respectively filling L/6 thicknesses towards the anhydrous wall body (11) and the upstream wall body (13) by taking two sides of the wing ring (33) as boundaries;
sixthly, filling gaps between the oil hemp (20) and the waterless wall body (11) and gaps between the oil hemp (20) and the upstream wall body (13) with asbestos expansion cement (21) respectively;
and seventhly, coating a waterproof ointment (22) at the position of the opening (14) on the upstream surface of the wall body (10), wherein the thickness of the waterproof ointment (22) is consistent with that of the waterproof coiled material (15) on the wall body (10) and is not less than 4mm.
2. The construction method of the newly added waterproof casing for the wall body as claimed in claim 1, wherein: the through-wall part of the waterproof sleeve (30) needs to be a concrete wall; if a non-concrete wall is encountered, the concrete wall is locally used, the casting diameter of the non-concrete wall is larger than the diameter of the wing ring (33), and the difference between the diameters of the wing ring and the wing ring is not less than 200mm.
3. The construction method of the newly added waterproof casing for the wall body as claimed in claim 1, wherein: the thickness L of the wall body (10) at the pipe penetrating position is larger than 300mm, otherwise, one side or two sides of the wall body (10) are thickened; the diameter of the thickened part is larger than that of the wing ring (33), and the difference between the diameters is not less than 200mm.
4. The construction method of the newly added waterproof casing for the wall body as claimed in claim 1, wherein: after the waterless wall (11) and the upstream wall (13) are respectively perforated, the excess concrete slag in the holes needs to be cleaned, and the contact surfaces of the concrete with the holes are roughened.
5. The construction method of the newly added waterproof casing for the wall body as claimed in claim 1, wherein: when the hemp (20) is filled, the hemp needs to be layered and filled for a plurality of times, and the filler is compacted tightly.
6. The construction method of the newly added waterproof casing for the wall body as claimed in claim 1, wherein: the asbestos expansion cement (21) should be used up within 1 h; the maintenance of the asbestos expansion cement (21) needs more than 24 hours, and a water-through test can be carried out.
7. The construction method of the newly added waterproof casing for the wall body as claimed in claim 1, wherein: when the newly added waterproof sleeve (30) is a rigid waterproof sleeve (31), a wing ring (33) is arranged in the middle of the rigid waterproof sleeve (31), and the wing ring (33) is welded with the outer pipe wall of the rigid waterproof sleeve (31).
8. The construction method of the newly added waterproof casing for the wall body as claimed in claim 7, wherein: a retainer ring (36) is arranged in the middle of the rigid waterproof sleeve (31), and the retainer ring (36) is welded with the inner wall of the rigid waterproof sleeve (31).
9. The construction method of the newly added waterproof casing for the wall body as claimed in claim 1, wherein: when the newly added waterproof sleeve (30) is a flexible waterproof sleeve (32), a wing ring (33) is arranged in the middle of the flexible waterproof sleeve (32), and a waterless flange (34) and a water-facing flange (35) are respectively arranged at one end of the waterless wall body (11) and one end of the water-facing wall body (13); the wing ring (33), the waterless flange (34) and the upstream flange (35) are welded with the outer pipe wall of the flexible waterproof sleeve (32).
10. The construction method of the newly added waterproof casing for the wall body as claimed in claim 9, wherein: check rings (36) are arranged on the upstream side and the non-water side of the flexible waterproof sleeve (32), and the check rings (36) are welded with the inner wall of the flexible waterproof sleeve (32).
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110906992.4A CN113803533B (en) | 2021-08-09 | 2021-08-09 | Construction method for newly adding waterproof casing pipe to wall body |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202110906992.4A CN113803533B (en) | 2021-08-09 | 2021-08-09 | Construction method for newly adding waterproof casing pipe to wall body |
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| CN113803533A CN113803533A (en) | 2021-12-17 |
| CN113803533B true CN113803533B (en) | 2023-03-14 |
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Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN203940129U (en) * | 2014-07-07 | 2014-11-12 | 中建一局华江建设有限公司 | After a kind of wall, plate, mend water string plugging structure |
| CN206889866U (en) * | 2017-05-23 | 2018-01-16 | 中冶天工集团天津有限公司 | A kind of pipeline for avoiding seepage wears pool wall device |
| CN208778877U (en) * | 2018-06-26 | 2019-04-23 | 上海市机电设计研究院有限公司 | Non- preset water string device |
| KR101989076B1 (en) * | 2018-09-05 | 2019-06-13 | 변민혁 | Waterproof piping structure for water dabbling facility and water landscaping facility |
| CN211976142U (en) * | 2020-04-07 | 2020-11-20 | 广州市水电设备安装有限公司 | Pipeline wall-penetrating position plugging structure |
| CN212718431U (en) * | 2020-07-06 | 2021-03-16 | 王长坤 | Pipeline wall-penetrating waterproof sleeve |
| CN113202981A (en) * | 2020-03-17 | 2021-08-03 | 中国铁路设计集团有限公司 | Wall postposition type waterproof sleeve assembly and wall structure thereof |
-
2021
- 2021-08-09 CN CN202110906992.4A patent/CN113803533B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203940129U (en) * | 2014-07-07 | 2014-11-12 | 中建一局华江建设有限公司 | After a kind of wall, plate, mend water string plugging structure |
| CN206889866U (en) * | 2017-05-23 | 2018-01-16 | 中冶天工集团天津有限公司 | A kind of pipeline for avoiding seepage wears pool wall device |
| CN208778877U (en) * | 2018-06-26 | 2019-04-23 | 上海市机电设计研究院有限公司 | Non- preset water string device |
| KR101989076B1 (en) * | 2018-09-05 | 2019-06-13 | 변민혁 | Waterproof piping structure for water dabbling facility and water landscaping facility |
| CN113202981A (en) * | 2020-03-17 | 2021-08-03 | 中国铁路设计集团有限公司 | Wall postposition type waterproof sleeve assembly and wall structure thereof |
| CN211976142U (en) * | 2020-04-07 | 2020-11-20 | 广州市水电设备安装有限公司 | Pipeline wall-penetrating position plugging structure |
| CN212718431U (en) * | 2020-07-06 | 2021-03-16 | 王长坤 | Pipeline wall-penetrating waterproof sleeve |
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| CN113803533A (en) | 2021-12-17 |
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