CN203940129U - After a kind of wall, plate, mend water string plugging structure - Google Patents
After a kind of wall, plate, mend water string plugging structure Download PDFInfo
- Publication number
- CN203940129U CN203940129U CN201420369781.7U CN201420369781U CN203940129U CN 203940129 U CN203940129 U CN 203940129U CN 201420369781 U CN201420369781 U CN 201420369781U CN 203940129 U CN203940129 U CN 203940129U
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- Prior art keywords
- ring
- water
- water string
- steel pipe
- wing
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- Expired - Fee Related
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 48
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 32
- 239000010959 steel Substances 0.000 claims abstract description 32
- 238000010276 construction Methods 0.000 claims abstract description 15
- 239000003292 glue Substances 0.000 claims abstract description 15
- 238000012856 packing Methods 0.000 claims abstract description 8
- 238000007596 consolidation process Methods 0.000 claims abstract description 4
- 238000007789 sealing Methods 0.000 claims abstract description 4
- 239000010425 asbestos Substances 0.000 claims description 10
- 239000004568 cement Substances 0.000 claims description 10
- 229910052895 riebeckite Inorganic materials 0.000 claims description 10
- 239000006071 cream Substances 0.000 claims description 7
- 231100000252 nontoxic Toxicity 0.000 claims description 6
- 230000003000 nontoxic effect Effects 0.000 claims description 6
- 230000000694 effects Effects 0.000 abstract description 3
- 230000002787 reinforcement Effects 0.000 abstract description 2
- 238000009434 installation Methods 0.000 description 8
- 238000010586 diagram Methods 0.000 description 4
- 239000011440 grout Substances 0.000 description 2
- 238000010438 heat treatment Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 210000002445 nipple Anatomy 0.000 description 2
- 238000012545 processing Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- VQLYBLABXAHUDN-UHFFFAOYSA-N bis(4-fluorophenyl)-methyl-(1,2,4-triazol-1-ylmethyl)silane;methyl n-(1h-benzimidazol-2-yl)carbamate Chemical compound C1=CC=C2NC(NC(=O)OC)=NC2=C1.C=1C=C(F)C=CC=1[Si](C=1C=CC(F)=CC=1)(C)CN1C=NC=N1 VQLYBLABXAHUDN-UHFFFAOYSA-N 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
- 231100000331 toxic Toxicity 0.000 description 1
- 230000002588 toxic effect Effects 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
A kind of wall, after plate, mend water string plugging structure, comprise the concrete structure of having built, be placed in the water string of concrete structure and the pipeline passing from water string middle part, between water string and pipeline, pass through sleeve pipe packing seal consolidation, described water string comprises steel pipe and is welded on the water-proof wing-ring in steel pipe outside, described water-proof wing-ring is along a left side for steel pipe, weld together separately at right two end part, be respectively inner wing ring and outer wing ring, the clamping left and right sides at concrete structure of inner wing ring and outer wing ring, described inner wing ring, the gap sealing forming between steel pipe and outer wing ring three and concrete structure has construction structure glue.The utility model utilizes construction structure glue and two water-proof wing-rings to mend water string after the wall, plate of waterproof requirement a kind of new water string structure is provided for having, the sleeve pipe having added after this structure has guaranteed can reach waterproof requirement, and can play reinforcement effect to the structure of destroying.
Description
Technical field
The utility model relates to a kind of for water string structure, particularly a kind of for the rear benefit water string structure on shear wall or plate.
Background technique
Traditional basement has pre-embedded water-proof sleeve tube on the shear wall of waterproof requirement or floor, be generally before concreting, be embedded in body of wall or floor within, the outside that water-proof wing-ring is welded on steel pipe is placed in the middle part of body of wall, and then pouring structure concrete, completes the installation of water string.But often sometimes need to be in the situation that building structure have been built, increase the construction operation of water string, this construction processing that generally need to punch on concrete structure, and after destructurized, the effective waterproof of how carrying out between water string and structure is the technical problem of being badly in need of solution always.
Model utility content
The purpose of this utility model is mended water string plugging structure after being to provide a kind of wall, plate, solve in the situation that building structure has been built, rear benefit increases the technical problem of water string, also solves the technical problem of how to carry out effective waterproof between destructurized rear water string and structure.
For achieving the above object, the utility model adopts following technological scheme:
A kind of wall, after plate, mend water string plugging structure, comprise the concrete structure of having built, be placed in the water string of concrete structure and the pipeline passing from water string middle part, between water string and pipeline, pass through sleeve pipe packing seal consolidation, described water string comprises steel pipe and is welded on the water-proof wing-ring in steel pipe outside, described water-proof wing-ring is along a left side for steel pipe, weld together separately at right two end part, be respectively inner wing ring and outer wing ring, the clamping left and right sides at concrete structure of inner wing ring and outer wing ring, described inner wing ring, the gap sealing forming between steel pipe and outer wing ring three and concrete structure has construction structure glue, between described inner wing ring and concrete structure, form the outermost in gap, the outermost that forms gap between outer wing ring and concrete structure is also placed with separately ring-shaped rubber pad and outwards overflows for preventing construction structure glue, on described ring-shaped rubber pad, have two relief openings, be respectively into Jiao Kou and gum exudation mouth.
The external diameter of described ring-shaped rubber pad is identical with the external diameter of water-proof wing-ring.
The distance a that the concordant or steel pipe in the outside of described steel pipe and outer wing ring stretches out outer wing ring outside is 2~2.5m.
Described cover tube packing comprises non-toxic seal cream, spunyarn and asbestos cement, and spunyarn is placed in the middle part in gap between water string and pipeline, and the both sides of described spunyarn are asbestos cement, and shutoff is carried out by non-toxic seal cream 4 in the both sides of described asbestos cement.
Compared with prior art the utlity model has following characteristics and beneficial effect:
The utility model adopts steel pipe and two water-proof wing-ring welding scene fabrication and installation water strings, after having solved well in concrete structure, increase a difficult problem for water string, by pressure injection construction structure glue, solved the waterproof problem between water string and structure, the outside of structure glue is also provided with ring-shaped rubber pad, prevent that construction structure glue from outwards overflowing on the one hand, increased on the other hand waterproofing effect.The utility model arranges the two water-proof wing-rings of two pass by traditional water-proof wing-ring being become in structure sandwich, except facilitating the installation of sleeve pipe, has also played the reinforcement effect to structural damage place, has increased the bearing capacity of structure and the intensity of structure.
It is adjustable that the utility model steel pipe stretches out the distance in concrete structure outside, facilitates it for hot-water heating and the different field such as electric.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the utility model is described in more detail.
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the left side TV structure schematic diagram of Fig. 1.
Fig. 3 is water string installation steps two schematic diagram in the utility model embodiment.
Fig. 4 is water string installation steps three schematic diagram in the utility model embodiment.
Fig. 5 is water string installation steps four schematic diagram in the utility model embodiment.
Reference character: 1-pipeline, 2-water-proof wing-ring, 2.1-inner wing ring, 2.2-outer wing ring, 3-weld seam, 4-non-toxic seal cream, 5-steel pipe, 6-construction structure glue, 7-concrete structure, 8-spunyarn, 9-asbestos cement, 10-ring-shaped rubber pad, 11-relief opening, 12-overlap tube packing.
Embodiment
Embodiment is referring to shown in Fig. 1~2, a kind of wall, after plate, mend water string plugging structure, comprise the concrete structure 7 of having built, be placed in the water string of concrete structure 7 and the pipeline 1 passing from water string middle part, between water string and pipeline 1, by cover tube packing 12, seal consolidations, described water string comprises steel pipe 5 and is welded on the water-proof wing-ring 2 in steel pipe outside, described water-proof wing-ring 2 is along a left side for steel pipe 5, weld together separately at right two end part, be respectively inner wing ring 2.1 and outer wing ring 2.2, the clamping left and right sides at concrete structure 7 of inner wing ring 2.1 and outer wing ring 2.2, described inner wing ring 2.1, the gap sealing forming between steel pipe 5 and outer wing ring 2.2 threes and concrete structure 7 has construction structure glue 6, between described inner wing ring 2.1 and concrete structure 7, form the outermost in gap, the outermost that forms gap between outer wing ring 2.2 and concrete structure 7 is also placed with separately ring-shaped rubber pad 10 and outwards overflows for preventing construction structure glue 6, on described ring-shaped rubber pad 10, have relief opening 11.
In the present embodiment, concrete structure is shear wall structure, and the weld seam 3 in described water-proof wing-ring 2 and steel pipe outside as shown in Figure 1.
The top of described ring-shaped rubber pad 10 has at least two relief openings 11, is respectively into Jiao Kou and gum exudation mouth.
The external diameter of described ring-shaped rubber pad 10 is identical with the external diameter of water-proof wing-ring 2.
Concordant or the steel pipe 5 in the outside of described steel pipe 5 and outer wing ring 2.2 stretches out outer wing, and (the distance a in 2.2 outsides is 2~2.5m.
Steel pipe stretches out exterior wall and determines according to specialty apart from a: hot-water heating specialty sleeve pipe is that 0mm is concordant with outer wing ring, and electric specialty sleeve pipe is 2~2.5m according to designing requirement.
Described cover tube packing 12 comprises non-toxic seal cream 4, spunyarn 8 and asbestos cement 9, and spunyarn 8 is placed in the middle part in gap between water string and pipeline 1, and the both sides of described spunyarn 8 are asbestos cement 9, and shutoff is carried out by non-toxic seal cream 4 in the both sides of described asbestos cement 9.
Installation steps of the present utility model are as follows:
Step 1, according to steel pipe sizes water, be drilled on shear wall and punch, and hole corner angle are polished; According to water-proof wing-ring size, 1~2mm top layer is removed in shear wall surface, with air pump, hole and surface of wall are purged totally, water-proof wing-ring and steel pipe bonding plane need eliminate rust and coarse processing, until there is metallic lustre.
Step 2, shown in Figure 3, connects steel pipe and inner wing boxing, and integral body is put into the hole of shear wall, before placing, places a ring-shaped rubber pad between inner wing ring and metope, can take to do in inner wing ring outside the mode supporting and make rubber pad be close to metope.
Step 3, shown in Figure 4, welds the outer wing ring of other one end, before welding outer wing ring, takes above-mentioned same method between outer wing ring and metope, to press the ring-shaped rubber pad of a same model.
Step 4, shown in Figure 5, two annular rubber cushions are reserved two relief openings of half thereon all, to do ventilation, use, an exhaust ports is pasted grout nipple therein, after Ventiation Testing, with pressure glue pouring machine, from grout nipple to water-proof wing-ring and between body of wall, pour into construction structure glue, until overflow from another one relief opening.
Above-mentioned tube material, specification meets the code requirement of water string, and the water-proof wing-ring, steel pipe and the body of wall that guarantee the front both sides of installation have the space of 2~3mm, above-mentioned water-proof wing-ring material, specification meet designing requirement, when water-proof wing-ring reaches waterproof requirement, must bear the function of reinforcing structure.It is qualified that the requirement of strength of construction structure glue must detect through third party feeler mechanism.
Claims (4)
1. a wall, after plate, mend water string plugging structure, comprise the concrete structure (7) of having built, be placed in the water string of concrete structure (7) and the pipeline (1) passing from water string middle part, between water string and pipeline (1), by cover tube packing (12), seal consolidation, it is characterized in that: described water string comprises steel pipe (5) and is welded on the water-proof wing-ring (2) in steel pipe outside, described water-proof wing-ring (2) is along a left side for steel pipe (5), weld together separately at right two end part, be respectively inner wing ring (2.1) and outer wing ring (2.2), inner wing ring (2.1) and the clamping left and right sides in concrete structure (7) of outer wing ring (2.2), described inner wing ring (2.1), the gap sealing forming between steel pipe (5) and outer wing ring (2.2) three and concrete structure (7) has construction structure glue (6), between described inner wing ring (2.1) and concrete structure (7), form the outermost in gap, the outermost that forms gap between outer wing ring (2.2) and concrete structure (7) is also placed with the ring-shaped rubber pad (10) for preventing that construction structure glue (6) from outwards overflowing separately, on described ring-shaped rubber pad (10), have two relief openings (11), be respectively into Jiao Kou and gum exudation mouth.
2. after a kind of wall, plate, mend water string plugging structure according to claim 1, it is characterized in that: the external diameter of described ring-shaped rubber pad (10) is identical with the external diameter of water-proof wing-ring (2).
3. after a kind of wall, plate, mend water string plugging structure according to claim 1, it is characterized in that: the distance a that the concordant or steel pipe (5) in the outside of described steel pipe (5) and outer wing ring (2.2) stretches out outer wing ring (2.2) outside is 2~2.5m.
4. after a kind of wall, plate, mend water string plugging structure according to claim 1, it is characterized in that: described cover tube packing (12) comprises non-toxic seal cream (4), spunyarn (8) and asbestos cement (9), spunyarn (8) is placed in the middle part in gap between water string and pipeline (1), the both sides of described spunyarn (8) are asbestos cement (9), and shutoff is carried out by non-toxic seal cream (4) in the both sides of described asbestos cement (9).
Priority Applications (1)
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CN201420369781.7U CN203940129U (en) | 2014-07-07 | 2014-07-07 | After a kind of wall, plate, mend water string plugging structure |
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CN201420369781.7U CN203940129U (en) | 2014-07-07 | 2014-07-07 | After a kind of wall, plate, mend water string plugging structure |
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CN201420369781.7U Expired - Fee Related CN203940129U (en) | 2014-07-07 | 2014-07-07 | After a kind of wall, plate, mend water string plugging structure |
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Cited By (14)
Publication number | Priority date | Publication date | Assignee | Title |
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CN104455755A (en) * | 2014-12-03 | 2015-03-25 | 浙江省火电建设公司 | Waterproof sealing device of underground thrust wall feed-through sleeve |
CN105650380A (en) * | 2014-11-27 | 2016-06-08 | 华北冶建工程建设有限公司 | Novel connecting method for pipelines with different pipe diameters and made of different materials |
CN106592788A (en) * | 2016-12-22 | 2017-04-26 | 中国核工业二四建设有限公司 | Blocking device for high pressure hole, construction method and application thereof |
CN106594397A (en) * | 2017-01-18 | 2017-04-26 | 中冶建筑研究总院有限公司 | Anti-leakage embedding plugging mechanism and anti-leakage embedding plugging method for pipeline of basement wall |
CN106704717A (en) * | 2017-01-23 | 2017-05-24 | 北京燕化天钲建筑工程有限责任公司 | Casing gap blocking device and blocking method |
CN109577369A (en) * | 2018-12-24 | 2019-04-05 | 惠州市人防工程设计院有限公司 | Cannula structure and its construction method are gone along with sb. to guard him in a kind of people's air defense |
CN110285266A (en) * | 2019-05-23 | 2019-09-27 | 山东电力建设第三工程有限公司 | A kind of pipeline fills out culvert method |
CN110553100A (en) * | 2019-01-03 | 2019-12-10 | 辽宁省水利水电勘测设计研究院有限责任公司(原名称为辽宁省水利水电勘测设计研究院) | Waterproof wall bushing |
CN111853373A (en) * | 2020-05-25 | 2020-10-30 | 重庆龙润建筑安装工程有限公司 | Roof tuber pipe wall antiseep device |
CN113389948A (en) * | 2021-07-09 | 2021-09-14 | 南京国豪家装饰设计有限公司 | Through-floor pipeline plugging method |
CN113803533A (en) * | 2021-08-09 | 2021-12-17 | 南京大学建筑规划设计研究院有限公司 | Construction method for newly adding waterproof casing pipe to wall body |
CN114811197A (en) * | 2022-04-25 | 2022-07-29 | 中建三局集团有限公司 | Fiber cement clad steel plate blast wall entrance to a cave plugging device |
CN115095721A (en) * | 2022-06-24 | 2022-09-23 | 中国二十二冶集团有限公司 | Anti-seepage construction method for single pipe of building underground outer wall outlet wall |
CN115162543A (en) * | 2022-07-11 | 2022-10-11 | 中冶南方城市建设工程技术有限公司 | Composite waterproof protective cylinder for reserved hole |
-
2014
- 2014-07-07 CN CN201420369781.7U patent/CN203940129U/en not_active Expired - Fee Related
Cited By (19)
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CN105650380A (en) * | 2014-11-27 | 2016-06-08 | 华北冶建工程建设有限公司 | Novel connecting method for pipelines with different pipe diameters and made of different materials |
CN105650380B (en) * | 2014-11-27 | 2019-05-17 | 华北冶建工程建设有限公司 | Different tube diameters material pipeline connects new method |
CN104455755A (en) * | 2014-12-03 | 2015-03-25 | 浙江省火电建设公司 | Waterproof sealing device of underground thrust wall feed-through sleeve |
CN106592788A (en) * | 2016-12-22 | 2017-04-26 | 中国核工业二四建设有限公司 | Blocking device for high pressure hole, construction method and application thereof |
CN106594397A (en) * | 2017-01-18 | 2017-04-26 | 中冶建筑研究总院有限公司 | Anti-leakage embedding plugging mechanism and anti-leakage embedding plugging method for pipeline of basement wall |
CN106704717A (en) * | 2017-01-23 | 2017-05-24 | 北京燕化天钲建筑工程有限责任公司 | Casing gap blocking device and blocking method |
CN109577369A (en) * | 2018-12-24 | 2019-04-05 | 惠州市人防工程设计院有限公司 | Cannula structure and its construction method are gone along with sb. to guard him in a kind of people's air defense |
CN110553100A (en) * | 2019-01-03 | 2019-12-10 | 辽宁省水利水电勘测设计研究院有限责任公司(原名称为辽宁省水利水电勘测设计研究院) | Waterproof wall bushing |
CN110285266A (en) * | 2019-05-23 | 2019-09-27 | 山东电力建设第三工程有限公司 | A kind of pipeline fills out culvert method |
CN111853373A (en) * | 2020-05-25 | 2020-10-30 | 重庆龙润建筑安装工程有限公司 | Roof tuber pipe wall antiseep device |
CN113389948A (en) * | 2021-07-09 | 2021-09-14 | 南京国豪家装饰设计有限公司 | Through-floor pipeline plugging method |
CN113803533A (en) * | 2021-08-09 | 2021-12-17 | 南京大学建筑规划设计研究院有限公司 | Construction method for newly adding waterproof casing pipe to wall body |
CN113803533B (en) * | 2021-08-09 | 2023-03-14 | 南京大学建筑规划设计研究院有限公司 | Construction method for newly adding waterproof casing pipe to wall body |
CN114811197A (en) * | 2022-04-25 | 2022-07-29 | 中建三局集团有限公司 | Fiber cement clad steel plate blast wall entrance to a cave plugging device |
CN114811197B (en) * | 2022-04-25 | 2023-09-08 | 中建三局集团有限公司 | Fiber cement composite steel plate antiknock wall opening plugging device |
CN115095721A (en) * | 2022-06-24 | 2022-09-23 | 中国二十二冶集团有限公司 | Anti-seepage construction method for single pipe of building underground outer wall outlet wall |
CN115095721B (en) * | 2022-06-24 | 2024-02-27 | 中国二十二冶集团有限公司 | Anti-leakage construction method for single pipe of building underground outer wall |
CN115162543A (en) * | 2022-07-11 | 2022-10-11 | 中冶南方城市建设工程技术有限公司 | Composite waterproof protective cylinder for reserved hole |
CN115162543B (en) * | 2022-07-11 | 2023-10-20 | 中冶南方城市建设工程技术有限公司 | A waterproof protective cylinder of combined type for reserving hole |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141112 |