CN105714942B - A kind of anti-water pretreatment way of newly-built basement communication channel deformation joint water-stopping belt - Google Patents
A kind of anti-water pretreatment way of newly-built basement communication channel deformation joint water-stopping belt Download PDFInfo
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- CN105714942B CN105714942B CN201610149447.4A CN201610149447A CN105714942B CN 105714942 B CN105714942 B CN 105714942B CN 201610149447 A CN201610149447 A CN 201610149447A CN 105714942 B CN105714942 B CN 105714942B
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- water
- coiled material
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- material layer
- communication channel
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Classifications
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- 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
-
- 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
- E04B1/6803—Joint covers
-
- 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
- E04B1/6806—Waterstops
Abstract
A kind of anti-water pretreatment way of newly-built basement communication channel deformation joint water-stopping belt, sets the first filled layer (1), the second filled layer (2), the 3rd filled layer (3), the first coiled material layer (4), flexible rod (5), the second coiled material layer (6) from inside to outside.Basement communication channel deformation joint waterproof guard is improved and added, using creep properties, uncured asphalt paint carries out waterproof enhancing processing well, to adapt to the deformation at the position, while deficiency caused by sealing belt construction is made up, so as to solve the leakage problems at the position.
Description
Technical field
The present invention relates to waterproofing work technical field, particularly a kind of newly-built basement communication channel deformation joint water-stopping belt waterproof
Pre-process way.
Background technology
At present, basement unicom road deformation joint waterproof guard is usually taken at the form of waterproofing of movement joints construction
Reason, its more method is that the embedding middle buried water stop in portion, system are adapted to by the elasticity of middle buried water stop in the structure
The sedimentation and deformation of structure, so as to reach corresponding waterproof guard requirement.The sealing belt construction that inventor passes through different new constructions
Situation, the leakage scenarios analysis at many positions, buried water stop is cannot be once in real construction process in discovery
Property construction in place, it is necessary to handled between being segmented timesharing, cause to be easy to cause breakage there are the waterstop of exsertion part, and damaged
Opposite reparation is more difficult afterwards；At the same time because of the differential settlement of structure, the defects of early period constructs, the breakage at the position is easy to cause,
Therefore leakage scenarios are more.
In view of the above-mentioned problems, there is an urgent need for a kind of newly-built anti-water pretreatment way of basement communication channel deformation joint water-stopping belt, over the ground
Lower room communication channel deformation joint waterproof guard is improved and added, and using creep properties, uncured asphalt paint is prevented well
Water enhancing is handled, and to adapt to the deformation at the position, while deficiency caused by sealing belt construction is made up, so as to solve the position
Leakage problems.
The content of the invention
It is pre- that the technical problems to be solved by the invention are to provide a kind of newly-built basement communication channel deformation joint water-stopping belt waterproof
Handle way.Basement communication channel deformation joint waterproof guard is improved and added, it is uncured well using creep properties
Asphalt paint carries out waterproof enhancing processing, to adapt to the deformation at the position, while makes up deficiency caused by sealing belt construction, from
And solve the leakage problems at the position.
A kind of anti-water pretreatment way of newly-built basement communication channel deformation joint water-stopping belt, includes the following steps：
Pointing solid waterproof material in filling irrigating sealant；One layer of solid waterproof material is uniformly inserted into seam and is compacted formation
One filled layer, the first filling layer thickness are not less than 20mm；
Irrigate uncured water-repellent paint；Uncured water-repellent paint is irrigated to the described first filling layer surface, second is formed and fills out
Layer is filled, the second filling layer thickness is not less than 50mm；
It is precious to irrigate leak stopping；It is precious to the described second filling layer surface perfusion leak stopping, form the 3rd filled layer；
It is laid with the first coiled material layer；To the described 3rd filling layer surface covering modified bituminous pitch coiled material capping, the first coiled material is formed
Layer；
Add flexible rod；Flexible rod is set to the first coiled material layer surface along seam direction, flexible rod is pressed into seam
It is interior；
It is laid with the second coiled material layer；To flexible rod surface covering modified bituminous pitch coiled material capping, the second coiled material layer, institute are formed
The second coiled material layer is stated to block using sealing compound with seam both ends basic unit position connectivity port.
Further, seam is cleared up before first filled layer is formed, first coiled material layer is set with the flexible rod
Seated position can exchange.
Further, first coiled material layer is connected width with seam both ends basic unit position and is not less than 200mm.
Further, second coiled material layer is connected width with seam both ends basic unit position and is not less than 300mm, and is more than institute
State the first coiled material layer and be connected width with seam both ends basic unit position.
Further, pitch is set between first coiled material layer and second coiled material layer and seam both ends basic unit position
Intensity is pasted in dope layer increase.
Further, the 3rd filled layer is initially formed when handling vertical abutment joint, and in the 3rd filled layer and first
The second filled layer cavity is reserved between filled layer, and when making three filled layer, one hole is set every 2m,
Pore-forming is carried out by the short plastic tube of certain diameter, fills out and checks easy to fill, when uncured water-repellent paint is filled out in top filling, lower part is stayed
If hole at the corresponding uncured water-repellent paint of outflow be considered as and can fill logical；While uncured water-repellent paint is filled out in filling, extraction
Reserve short plastic tube and blocked with leak stopping is precious.
Further, must deformation allowance when being laid with first coiled material layer with second coiled material layer.
Further, the solid waterproof material is Bituminous hemp fiber.
Further, the uncured water-repellent paint is uncured pitch.
Further, the flexible rod material is expanded material.
The beneficial effects of the present invention are improved and added to basement communication channel deformation joint waterproof guard, adopted
With creep properties, uncured asphalt paint carries out waterproof enhancing processing well, to adapt to the deformation at the position, while makes up sealing
It is insufficient caused by belt construction, so as to solve the leakage problems at the position.
Brief description of the drawings
With reference to the following drawings, many aspects of the invention are better understood with.Part in attached drawing not necessarily into than
Example, it is preferred that emphasis is clearly exemplify the principle of the present invention.
Fig. 1 is the structure diagram of one embodiment of the present invention.
Fig. 2 is the structure diagram of another embodiment of the present invention.
Embodiment
The embodiment of the present invention is further described with reference to the accompanying drawings and examples, following embodiments are only used
In clearly illustrating technical scheme, and it is not intended to limit the protection scope of the present invention and limits the scope of the invention.
Embodiment 1
As shown in Figure 1, concrete technical scheme of the present invention is as follows：
A kind of anti-water pretreatment way of newly-built basement communication channel deformation joint water-stopping belt, includes the following steps：
1) pre-cleaning seam；
2) pointing solid waterproof material in filling irrigating sealant；One layer of Bituminous hemp fiber is uniformly inserted in seam after being cleared up to step 1)
And be compacted to form the first filled layer 1,1 thickness of the first filled layer is 20mm；
3) uncured water-repellent paint is irrigated；Uncured pitch is irrigated to 1 surface of the first filled layer described in step 2), is formed
Second filled layer 2, the second filled layer (2) thickness is 50mm；
4) it is precious to irrigate leak stopping；It is precious to the perfusion leak stopping of 2 surface of the second filled layer described in step 3), form the 3rd filled layer 3；
5) it is laid with the first coiled material layer 4；Covered to the covering modified bituminous pitch coiled material of 3 surface of the 3rd filled layer described in step 4),
Form the first coiled material layer 4；It is 200mm that first coiled material layer 4, which is connected width with seam both ends basic unit position, first coiled material
Deformation allowance when layer 4 is laid with, sets asphalt paint layer 7 to increase between first coiled material layer 4 and seam both ends basic unit position
Paste intensity；
6) flexible rod 5 is added；To it is rapid 5) described in 4 surface of the first coiled material layer along seam direction set flexible rod 5, by flexibility
Compacting in 5 seam of rod；Flexible rod 5 is polyethylene rod；
7) it is laid with the second coiled material layer 6；To the surface of flexible rod 5 described in step 6) covering modified bituminous pitch coiled material capping, formed
Second coiled material layer 6, second coiled material layer 6 are blocked with seam both ends basic unit position connectivity port using sealing compound；Described second
It is 300mm that coiled material layer 6 is connected width with seam both ends basic unit position, deformation allowance when second coiled material layer 6 is laid with, described
The increase of asphalt paint layer 7 is set to paste intensity between second coiled material layer 6 and seam both ends basic unit position.
Embodiment 2
As shown in Fig. 2, concrete technical scheme of the present invention is as follows：
A kind of anti-water pretreatment way of newly-built basement communication channel deformation joint water-stopping belt, includes the following steps：
1) pre-cleaning seam；
2) pointing solid waterproof material in filling irrigating sealant；One layer of Bituminous hemp fiber is uniformly inserted in seam after being cleared up to step 1)
And be compacted to form the first filled layer 1,1 thickness of the first filled layer is 20mm；
3) uncured water-repellent paint is irrigated；Uncured pitch is irrigated to 1 surface of the first filled layer described in step 2), is formed
Second filled layer 2,2 thickness of the second filled layer are 50mm；
4) it is precious to irrigate leak stopping；It is precious to the perfusion leak stopping of 2 surface of the second filled layer described in step 3), form the 3rd filled layer 3；
5) flexible rod 5 is added；To it is rapid 4) described in 4 surface of the first coiled material layer along seam direction set flexible rod 5, by flexibility
Compacting in 5 seam of rod；Flexible rod 5 is polyethylene rod；
6) it is laid with the first coiled material layer 4；Covered to the covering modified bituminous pitch coiled material of 3 surface of the 3rd filled layer described in step 5),
Form the first coiled material layer 4；It is 200mm that first coiled material layer 4, which is connected width with seam both ends basic unit position, first coiled material
Deformation allowance when layer 4 is laid with, sets asphalt paint layer 7 to increase between first coiled material layer 4 and seam both ends basic unit position
Paste intensity；
7) it is laid with the second coiled material layer 6；To the surface of flexible rod 5 described in step 6) covering modified bituminous pitch coiled material capping, formed
Second coiled material layer 6；It is 300mm that second coiled material layer 6, which is connected width with seam both ends basic unit position, second coiled material layer 6
Deformation allowance during laying, sets the increase of asphalt paint layer 7 to paste between second coiled material layer 6 and seam both ends basic unit position
Intensity.
Step 4) is first carried out after step 2), is reserved between the 3rd filled layer 3 and the first filled layer 1 described
Second filled layer, 2 cavity, and when making three filled layer 3, one hole is set every 2m, passes through the short modeling of certain diameter
Expects pipe carries out pore-forming, fills out and checks easy to fill, and when uncured water-repellent paint is filled out in top filling, lower part is stayed flows out accordingly at the hole set
Uncured water-repellent paint, which is considered as, can fill logical；While uncured water-repellent paint is filled out in filling, extract out reserve short plastic tube and with block up
The precious closure of leakage.
The above is only the preferred embodiments of the present invention, it is noted that for the ordinary skill people of the art
For member, without departing from the technical principles of the invention, some improvements and modifications can also be made, these improvements and modifications
Also it should be regarded as protection scope of the present invention.
Claims (9)
1. a kind of anti-water pretreatment way of newly-built basement communication channel deformation joint water-stopping belt, it is characterised in that include the following steps：
One layer of solid waterproof material is uniformly inserted into seam and is compacted to form the first filled layer (1)；
Uncured water-repellent paint is irrigated to the first filled layer (1) surface, forms the second filled layer (2)；
It is precious to the second filled layer (2) surface perfusion leak stopping, form the 3rd filled layer (3)；
To the 3rd filled layer (3) surface covering modified bituminous pitch coiled material capping, the first coiled material layer (4) is formed；
Flexible rod (5) is set to the first coiled material layer (4) surface along seam direction, flexible rod (5) is pressed into seam；
To the flexible rod (5) surface covering modified bituminous pitch coiled material capping, the second coiled material layer (6), second coiled material layer are formed
(6) blocked with seam both ends basic unit position connectivity port using sealing compound；
The 3rd filled layer (3) is initially formed when handling vertical abutment joint, and in the 3rd filled layer (3) and the first filled layer
(1) the second filled layer (2) cavity is reserved between, and when making the 3rd filled layer (3), one is set every 2m
Hole, carries out pore-forming by the short plastic tube of certain diameter, fills out and check easy to fill, when uncured water-repellent paint is filled out in top filling, under
Portion, which stays to flow out corresponding uncured water-repellent paint at the hole set and be considered as, can fill logical；While uncured water-repellent paint is filled out in filling,
Extraction is reserved short plastic tube and is blocked with leak stopping is precious.
2. a kind of newly-built anti-water pretreatment way of basement communication channel deformation joint water-stopping belt as claimed in claim 1, its feature
It is, the cleaning seam before first filled layer (1) is formed, first coiled material layer (4) sets position with the flexible rod (5)
Putting to exchange.
3. a kind of newly-built anti-water pretreatment way of basement communication channel deformation joint water-stopping belt as claimed in claim 1 or 2, it is special
Sign is, first coiled material layer (4) is connected width with seam both ends basic unit position and is not less than 200mm.
4. a kind of newly-built anti-water pretreatment way of basement communication channel deformation joint water-stopping belt as claimed in claim 1 or 2, it is special
Sign is, second coiled material layer (6) is connected width with seam both ends basic unit position and is not less than 300mm, and more than described first
Coiled material layer (4) is connected width with seam both ends basic unit position.
5. a kind of newly-built anti-water pretreatment way of basement communication channel deformation joint water-stopping belt as claimed in claim 1 or 2, it is special
Sign is, asphalt paint is set between first coiled material layer (4) and second coiled material layer (6) and seam both ends basic unit position
Intensity is pasted in layer (7) increase.
6. a kind of newly-built anti-water pretreatment way of basement communication channel deformation joint water-stopping belt as claimed in claim 1 or 2, it is special
Sign is, must deformation allowance when being laid with first coiled material layer (4) with the second coiled material layer (6).
7. a kind of newly-built anti-water pretreatment way of basement communication channel deformation joint water-stopping belt as claimed in claim 1 or 2, it is special
Sign is that the solid waterproof material is Bituminous hemp fiber.
8. a kind of newly-built anti-water pretreatment way of basement communication channel deformation joint water-stopping belt as claimed in claim 1 or 2, it is special
Sign is that the uncured water-repellent paint is uncured pitch.
9. a kind of newly-built anti-water pretreatment way of basement communication channel deformation joint water-stopping belt as claimed in claim 1 or 2, it is special
Sign is that flexible rod (5) material is expanded material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610149447.4A CN105714942B (en) | 2016-03-16 | 2016-03-16 | A kind of anti-water pretreatment way of newly-built basement communication channel deformation joint water-stopping belt |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610149447.4A CN105714942B (en) | 2016-03-16 | 2016-03-16 | A kind of anti-water pretreatment way of newly-built basement communication channel deformation joint water-stopping belt |
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| Publication Number | Publication Date |
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| CN105714942A CN105714942A (en) | 2016-06-29 |
| CN105714942B true CN105714942B (en) | 2018-04-17 |
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Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759516A (en) * | 2016-11-30 | 2017-05-31 | 北京东方雨虹防水工程有限公司 | A kind of basement roof waterproofing of movement joints system and waterproof technology |
| CN109487756A (en) * | 2018-01-20 | 2019-03-19 | 深圳市深水水务咨询有限公司 | The repairing structure and its construction method at the expansion joint of pressurized water transmission box culvert |
| CN109469102A (en) * | 2018-12-27 | 2019-03-15 | 中国二冶集团有限公司 | Piping lane expansion joint method for waterproofing |
| CN111827494A (en) * | 2020-06-04 | 2020-10-27 | 绿城房地产集团有限公司 | Waterproof structure of accessible roof screed-coat expansion joint |
| CN114263258B (en) * | 2021-12-13 | 2023-05-02 | 河北西柏坡第二发电有限责任公司 | Plugging device and plugging method for deformation joint of pressure ditch of cooling tower of thermal power plant |
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| GB321495A (en) * | 1928-09-10 | 1929-11-14 | Eugene Robert Oden | Improvements relating to reservoirs and like liquid containers |
| EP2098651A2 (en) * | 2008-03-03 | 2009-09-09 | SK Wiegrink Beteiligungs GmbH | Joint sealing profile and method for its production |
| CN201891177U (en) * | 2010-11-10 | 2011-07-06 | 中建六局建设发展有限公司 | Deformation joint-trapping structure |
| CN202850386U (en) * | 2012-09-11 | 2013-04-03 | 孔蕾蕾 | Light steel roofing surface with expansion joint waterproof structure |
| CN203096956U (en) * | 2013-03-09 | 2013-07-31 | 熊艳芳 | Water proof construction for deformation joint of concrete passage |
| CN204266252U (en) * | 2014-04-10 | 2015-04-15 | 南京坤佳防水防腐保温工程有限公司 | A kind of basement connected entrance is out of shape outside leakage preventing mechanism |
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2016
- 2016-03-16 CN CN201610149447.4A patent/CN105714942B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB321495A (en) * | 1928-09-10 | 1929-11-14 | Eugene Robert Oden | Improvements relating to reservoirs and like liquid containers |
| EP2098651A2 (en) * | 2008-03-03 | 2009-09-09 | SK Wiegrink Beteiligungs GmbH | Joint sealing profile and method for its production |
| CN201891177U (en) * | 2010-11-10 | 2011-07-06 | 中建六局建设发展有限公司 | Deformation joint-trapping structure |
| CN202850386U (en) * | 2012-09-11 | 2013-04-03 | 孔蕾蕾 | Light steel roofing surface with expansion joint waterproof structure |
| CN203096956U (en) * | 2013-03-09 | 2013-07-31 | 熊艳芳 | Water proof construction for deformation joint of concrete passage |
| CN204266252U (en) * | 2014-04-10 | 2015-04-15 | 南京坤佳防水防腐保温工程有限公司 | A kind of basement connected entrance is out of shape outside leakage preventing mechanism |
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| CN105714942A (en) | 2016-06-29 |
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