CN-224228304-U - Seepage-proofing reinforcing structure of newly-added rigid waterproof sleeve on side wall of existing pool
Abstract
The utility model relates to an anti-seepage reinforcing structure of a newly-added rigid waterproof sleeve on the side wall of an existing water tank, which comprises an embedded rigid waterproof sleeve, a reinforcement cage, a lap joint short rib, a limit clamp, a greasy type water-swelling water stop ring and a secondary casting non-shrinkage fine stone concrete ring, wherein a hole is formed in the side wall of the existing water tank, the embedded rigid waterproof sleeve is arranged in the center of the hole, the reinforcement cage is arranged on the periphery of the embedded rigid waterproof sleeve and fixedly connected with an original longitudinal rib through the lap joint short rib, the putty type water-swelling water stop ring is arranged on the periphery of the embedded rigid waterproof sleeve at the center of the corresponding water tank side wall, and concrete is cast in the hole on the periphery of the embedded rigid waterproof sleeve by taking the reinforcement cage as a framework to form the secondary casting non-shrinkage fine stone concrete ring. The part after the new rigid waterproof sleeve is added has better impermeability, the side wall of the water tank after being perforated can bear the lateral water pressure of the water tank after being reinforced, the construction method is simple, and the use safety is high.
Inventors
- Jiang Bicong
- LIU JIANWEI
- GAO DONG
- WANG QIANG
- HAN HAITAO
- WANG ZHE
- HE ZONGBAO
- Cheng Ruyi
- WANG YANJIE
- CHEN JIALU
Assignees
- 中冶焦耐(大连)工程技术有限公司
Dates
- Publication Date
- 20260512
- Application Date
- 20250417
Claims (5)
- 1. The seepage-proofing reinforcing structure of the newly-added rigid waterproof sleeve on the side wall of the existing water tank is characterized by comprising an embedded rigid waterproof sleeve, a reinforcement cage, a lap joint short rib, a limiting clamp, a putty-type water-swelling water stop ring and a secondary casting non-shrinkage fine stone concrete ring, wherein the side wall of the existing water tank is of a reinforced concrete structure, a hole is formed in the installation position corresponding to the embedded rigid waterproof sleeve, an original longitudinal rib is reserved at the hole, the embedded rigid waterproof sleeve is arranged in the center of the hole, the reinforcement cage is arranged in the hole at the periphery of the embedded rigid waterproof sleeve, the limiting clamp is arranged between the reinforcement cage and the embedded rigid waterproof sleeve, the embedded rigid waterproof sleeve is fixedly connected with the original longitudinal rib through the lap joint short rib, the putty-type water-swelling water stop ring is arranged on the new and old concrete joint surface at the periphery of the corresponding water tank side wall, and the concrete is cast in the hole at the periphery of the embedded rigid waterproof sleeve by taking the reinforcement cage as a framework, so that the secondary casting non-shrinkage fine stone ring is formed.
- 2. The seepage-proofing reinforcing structure of the newly-added rigid waterproof sleeve for the side wall of the existing water tank, which is disclosed in claim 1, is characterized in that the reinforcement cage consists of an inner ring reinforcing rib, an intermediate ring reinforcing rib, an outer ring reinforcing rib and a radiation hoop, wherein the inner ring reinforcing rib, the intermediate ring reinforcing rib and the outer ring reinforcing rib are sequentially arranged in an annular space between the outer wall of the embedded rigid waterproof sleeve and the joint surface of new and old concrete, and the three reinforcement cages are formed by connecting a plurality of radiation hoops arranged along the circumferential direction.
- 3. The seepage-proofing reinforcing structure of the newly-added rigid waterproof sleeve on the side wall of the existing water tank according to claim 1, wherein the secondary pouring non-shrinkage fine stone concrete ring and the external expansion range of the ring are 150-250 mm, and the inner wall of the water tank is coated with cement-based seepage-crystallization waterproof paint.
- 4. The seepage-proofing reinforcing structure of the newly-added rigid waterproof sleeve of the side wall of the existing water tank according to claim 1, wherein the radius of the holes formed in the side wall of the water tank is D/2+ (150-250) mm, and D is the diameter of the embedded rigid waterproof sleeve.
- 5. The seepage-proofing reinforcing structure of the newly-added rigid waterproof sleeve for the side wall of the existing pool, according to claim 1, wherein the waterproof wing ring is arranged at the periphery center of the embedded rigid waterproof sleeve.
Description
Seepage-proofing reinforcing structure of newly-added rigid waterproof sleeve on side wall of existing pool Technical Field The utility model relates to the technical field of civil engineering and waterproofing, in particular to an anti-seepage reinforcing structure of a waterproof sleeve pipe with newly-added rigidity on the side wall of an existing pool. Background In order to save construction cost and free house property, the prior building is often modified by taking measures of 'utilizing old and modifying', so that the prior building meets the requirements of the current national standard, wherein a great amount of construction cost can be saved by utilizing the prior fire water pool to supply water. Taking water from the existing fire water pond, the side wall of the fire water pond is required to be perforated and a waterproof sleeve is required to be installed. Because the side wall of the water tank needs to bear larger lateral water pressure in a full water state, corresponding seepage prevention and reinforcement measures are needed to treat the side wall of the water tank after the water tank is opened in order to ensure that the side wall of the water tank after the water tank is opened has enough seepage resistance and safety. The national building standard design drawing is concentrated, the concrete structure reinforcing structure (13G 311-1) stipulates that after a hole is formed in a concrete structure, the existing steel bars at the position of the hole are required to be protected and anchored by a newly added concrete layer, and flat steel is stuck at the periphery of the hole to reinforce the reinforced concrete wall. The method is simple and convenient to operate, but does not relate to the installation of the rigid waterproof sleeve and the anti-seepage treatment of the wall body, and is only suitable for reinforcing the newly added hole of the conventional reinforced concrete wall body. The Chinese patent of the invention with the publication number of CN 112538893B discloses a structure of opening a hole through a side wall of a current pool, a pipe joint is fixed at a hole of the current pool wall through secondary pouring concrete, a fixed reinforcing steel bar is implanted into the current pool wall, a hole reinforcing outer side ring rib is bound on the fixed reinforcing steel bar, a hole reinforcing inner side ring rib is bound on the pipe joint, and the fixed reinforcing steel bar and the hole reinforcing outer side ring rib are both positioned in the secondary pouring reinforced concrete. The method realizes that the connecting pipe is opened on the wall of the pool in the state of full water or short empty pool, and indirectly reinforces the wall of the pool after opening. When the method is adopted, the water stop steel sheet on the sleeve and the secondarily poured reinforced concrete structure are both positioned on the outer side of the side wall of the current pool, the integrity is poor, the impermeability is weak, the indirect reinforcing measure is positioned in the compressed area on the outer side of the pool wall, and the tension area on the inner side of the pool wall is not reinforced. The Chinese patent publication No. CN 211342004U discloses a construction structure for reinforcing and preventing leakage of the side wall hole of the old water tank, wherein two ends of a newly added L-shaped steel bar are respectively welded and connected with a steel waterproof sleeve and a steel bar cut off by a hole in the water tank wall, and a micro-expansion secondary grouting material layer is filled between the steel waterproof sleeve and the concrete of the hole of the water tank wall. The concrete inner wall of the water tank wall opening is provided with a V-shaped ring groove, and the micro-expansion secondary grouting material layer is embedded into the V-shaped ring groove. When the method is adopted, the water stop rings on the steel waterproof sleeve are positioned on the inner surface and the outer surface of the side wall of the current pool, no water stop bars are arranged on the joint surface of the new concrete and the old concrete, the impermeability is weaker, the steel waterproof sleeve is indirectly connected with the steel bars cut off by the holes in the pool wall, and the steel waterproof sleeve is easy to deform. The Chinese patent publication No. CN 213809244U discloses a plugging structure between a pool wall and a water pipe wall after a pool wall of a water pool is provided with a hole, square holes are formed in the side wall of the water pool, three steel plates and wall penetrating bolts which are connected with each other are adopted to reinforce the side wall after the hole is formed, a third steel plate arranged on the pool wall of an upstream surface is provided with a second through hole, a round water pipe penetrates through the second through hole and square holes on the side wall of the water pool, a waterproof material transition