CN102912764A - Water-stopping method for new and old concrete construction joints - Google Patents
Water-stopping method for new and old concrete construction joints Download PDFInfo
- Publication number
- CN102912764A CN102912764A CN2012103859200A CN201210385920A CN102912764A CN 102912764 A CN102912764 A CN 102912764A CN 2012103859200 A CN2012103859200 A CN 2012103859200A CN 201210385920 A CN201210385920 A CN 201210385920A CN 102912764 A CN102912764 A CN 102912764A
- Authority
- CN
- China
- Prior art keywords
- concrete
- water
- old concrete
- stopping
- old
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Images
Landscapes
- Building Environments (AREA)
Abstract
The invention discloses a water-stopping method for new and old concrete construction joints. The water-stopping method for the new and old concrete construction joints comprises the following steps: 1, according to design requirements of newly-poured concrete, determining a water-stopping position in the newly-poured concrete, wherein the water-stopping position in the newly-poured concrete is 20-50 cm below the surface of the newly-poured concrete, and accordingly determining a water-stopping position in old concrete; 2, clearing up the surface of the old concrete corresponding to the water-stopping position in the newly-poured concrete to ensure that the surface of the old concrete is clean and smooth, brushing a bonding agent to adhere a polyethylene pore-closed board to the surface of the old concrete; 3, adhering an L-shaped water-stopping vertical side to the surface of the polyethylene pore-closed board, pressing the top of the L-shaped water-stopping vertical side by using a galvanized steel sheet, and fixing the L-shaped water-stopping vertical side on the surface of the old concrete by using galvanized expansion bolts; and 4, pouring the new concrete according to a conventional construction method. The water-stopping method for the new and old concrete construction joints has the advantages of convenience in construction and reliable water-stopping effect, avoids notching the old concrete and reduces destruction of the old concrete.
Description
Technical field
The present invention relates to the water-stopping method of concrete construction joint, especially relate to water-stopping method new, the old concrete constuction joint.
Background technology
In hydraulic engineering, concrete-lined structure is subjected to variations in temperature and concrete shrinkage to do the time spent, usually needs to arrange the shrinkage joint, bears the structure of hydraulic pressure, and the seam planted agent arranges sealing, each side Transducers Embedded in Concrete 20-25cm of sealing.In the practice of construction process, because leakage is buried or other reasons causes first pouring concrete (old concrete) when not imbedding sealing, need a kind of new water-stopping structure of research to solve sealing problem between New-old concrete.
Summary of the invention
The object of the invention is to provide a kind of water-stopping method of new, old concrete constuction joint.
For achieving the above object, the present invention takes following technical proposals:
The water-stopping method of new, old concrete constuction joint of the present invention comprises the steps:
The first step, according to the designing requirement of newly placed concrete, determine the sealing position in the newly placed concrete, the sealing position in the described newly placed concrete is at newly placed concrete lower face 20-50cm place, determines accordingly the position of old concrete sealing;
Second step, newly placed concrete is ended water level put corresponding old concrete surface and clear up, guarantee the old concrete surface clean, smooth after, brushwork adhesive is bonded at the old concrete surface with polyethylene closed pore plate;
The 3rd step, that stile that will " L " shape sealing is affixed on polyethylene closed pore plate is surperficial, and pushes down the stile top of described " L " shape sealing with galvanized steel plain sheet, is fixed on the old concrete surface with zinc-plated expansion bolt;
The 4th the step, build as placed concrete according to the job practices of routine.
The invention has the advantages that easy construction, stagnant water effect are reliable, avoided old concrete is slotted, reduced the destruction to old concrete.
Description of drawings
Fig. 1 is that the present invention is new, the water-stopping structure schematic diagram of old concrete constuction joint.
Fig. 2 is that the A-A of Fig. 1 is to cross-sectional view.
The specific embodiment
As shown in Figure 1, 2, of the present invention
Newly, the water-stopping method of old concrete constuction joint, comprise the steps:
The first step, according to the designing requirement of newly placed concrete 1, determine the sealing position in the newly placed concrete 1; Sealing position in the described newly placed concrete 1 is the 20-50cm place below newly placed concrete 1 surface 2, determines accordingly the sealing position of old concrete 3;
Second step, newly placed concrete 1 is ended water level put corresponding old concrete 3 surfaces and clear up, guarantee old concrete 3 surface clean, smooth after, brushwork adhesive is bonded at old concrete 3 surfaces with polyethylene closed pore plate 4;
The 3rd step, the stile of " L " shape sealing 5 is affixed on polyethylene closed pore plate 4 surfaces, and pushes down the stile top of described " L " shape sealing 5 with the galvanized steel plain sheet 6 of wide 10cm, thick 1cm, be fixed on old concrete 3 surfaces with zinc-plated expansion bolt 7; The model of zinc-plated expansion bolt 7 is M100 * 10, the spacing 30-40cm between the adjacent zinc-plated expansion bolt 7;
The 4th the step, build as placed concrete according to the job practices of routine.
Claims (1)
1. the water-stopping method of new, an old concrete constuction joint is characterized in that: comprise the steps:
The first step, according to the designing requirement of newly placed concrete (1), determine the sealing position in the newly placed concrete (1); The sealing position of old concrete (3) is determined accordingly at 20-50cm place, below, newly placed concrete (1) surface (2) in sealing position in the described newly placed concrete (1);
Second step, newly placed concrete (1) is ended water level put corresponding old concrete (3) surface and clear up, guarantee old concrete (3) surface clean, smooth after, brushwork adhesive is bonded at old concrete (3) surface with polyethylene closed pore plate (4);
The 3rd step, the stile of " L " shape sealing (5) is affixed on polyethylene closed pore plate (4) surface, and pushes down the stile top of described " L " shape sealing (5) with galvanized steel plain sheet (6), be fixed on old concrete (3) surface with zinc-plated expansion bolt (7);
The 4th the step, build as placed concrete according to the job practices of routine.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2012103859200A CN102912764A (en) | 2012-10-12 | 2012-10-12 | Water-stopping method for new and old concrete construction joints |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2012103859200A CN102912764A (en) | 2012-10-12 | 2012-10-12 | Water-stopping method for new and old concrete construction joints |
Publications (1)
Publication Number | Publication Date |
---|---|
CN102912764A true CN102912764A (en) | 2013-02-06 |
Family
ID=47611314
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2012103859200A Pending CN102912764A (en) | 2012-10-12 | 2012-10-12 | Water-stopping method for new and old concrete construction joints |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN102912764A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111411610A (en) * | 2020-04-23 | 2020-07-14 | 中国三峡建设管理有限公司 | Structure and method for fixing copper water seal between new and old concrete |
CN115162726A (en) * | 2022-08-18 | 2022-10-11 | 中国建筑第八工程局有限公司 | Water stop sleeve for split screw and using method thereof |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1110355A (en) * | 1994-04-05 | 1995-10-18 | 哈尔滨建筑大学长春建筑材料应用技术研究所 | Water-stopping method by after-pouring deformed joint and water-stopping plate |
JP2002227187A (en) * | 2001-02-01 | 2002-08-14 | Seibu Polymer Corp | Joint for steel pipe sheet pile and its execution method |
CN101831961A (en) * | 2010-05-20 | 2010-09-15 | 云南工程建设总承包公司 | Method for flexible connection of concrete and water stop processing |
CN201598606U (en) * | 2010-01-29 | 2010-10-06 | 浙江神州科技化工有限公司 | L-type deformation joint water-stopping belt |
CN201908363U (en) * | 2010-12-22 | 2011-07-27 | 中国建筑第六工程局有限公司 | Durable water stop structure at joint between new and old concrete |
CN102587685A (en) * | 2012-02-13 | 2012-07-18 | 中天建设集团有限公司 | Lap joint structure for new concrete plate and old concrete plate |
-
2012
- 2012-10-12 CN CN2012103859200A patent/CN102912764A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1110355A (en) * | 1994-04-05 | 1995-10-18 | 哈尔滨建筑大学长春建筑材料应用技术研究所 | Water-stopping method by after-pouring deformed joint and water-stopping plate |
JP2002227187A (en) * | 2001-02-01 | 2002-08-14 | Seibu Polymer Corp | Joint for steel pipe sheet pile and its execution method |
CN201598606U (en) * | 2010-01-29 | 2010-10-06 | 浙江神州科技化工有限公司 | L-type deformation joint water-stopping belt |
CN101831961A (en) * | 2010-05-20 | 2010-09-15 | 云南工程建设总承包公司 | Method for flexible connection of concrete and water stop processing |
CN201908363U (en) * | 2010-12-22 | 2011-07-27 | 中国建筑第六工程局有限公司 | Durable water stop structure at joint between new and old concrete |
CN102587685A (en) * | 2012-02-13 | 2012-07-18 | 中天建设集团有限公司 | Lap joint structure for new concrete plate and old concrete plate |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111411610A (en) * | 2020-04-23 | 2020-07-14 | 中国三峡建设管理有限公司 | Structure and method for fixing copper water seal between new and old concrete |
CN115162726A (en) * | 2022-08-18 | 2022-10-11 | 中国建筑第八工程局有限公司 | Water stop sleeve for split screw and using method thereof |
CN115162726B (en) * | 2022-08-18 | 2024-01-23 | 中国建筑第八工程局有限公司 | Water-stopping sleeve for opposite-pulling screw and use method thereof |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN204326566U (en) | A kind of structure utilizing carbon fiber reinforcement reinforced concrete post | |
CN104631512A (en) | Post-cast strip beam and slab construction method adopting formwork hanging method | |
CN105220595A (en) | A kind of construction work temporary road structure and construction method thereof | |
CN203008160U (en) | Wall body for top filling of filling wall under beam slab | |
CN204163399U (en) | Bed die mounting structures | |
CN204982970U (en) | Mould is fixed to bottom plate steel limit rubber waterstop | |
CN102226345B (en) | Method for carrying out advanced water shut-off on post-cast strips in underground engineering and advanced water shut-off steel plate structure | |
CN202787330U (en) | Post-cast strip template | |
CN204676714U (en) | Water-stopping steel strip and construction joint structure | |
CN102367735B (en) | Back-to-back waterstop installation equipment for tunnel construction joint | |
CN102312488B (en) | Waterproof method of buried water stopper for bonding building deformation joint | |
CN104831642A (en) | Construction method for reinforcing concrete plate girder bridge through corrugated sheet steel | |
CN110004883B (en) | Composite core wall structure of earth-rock dam and construction method | |
CN102912764A (en) | Water-stopping method for new and old concrete construction joints | |
CN202519632U (en) | Anchoring device for dam bag of rubber dam | |
JP2022062682A (en) | Floor frame | |
CN102720275B (en) | Flexible coiled material for deformation joint and construction method of flexible coiled material | |
CN203034493U (en) | Rear-mounted replaceable type basement deformation joint waterproof device | |
CN205100244U (en) | Underground structure inwall and underground continuous wall coincide face structure | |
CN202370010U (en) | Post-cast strip structure | |
CN102251491A (en) | Waterproof method for prefabricated reinforced concrete box culvert interfaces and interface water stopper | |
CN104153327A (en) | Reinforced concrete stop log gate sealing method | |
CN202830883U (en) | Water stopping structure of new and old concrete construction joints | |
CN103806412A (en) | Water leakage repair structure for water pool expansion joint | |
CN206205166U (en) | It is a kind of can synchronous crossed construction outer wall of basement waterproofing protection structure |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20130206 |