CN106284425B - Basement in high rise building roof deformation stitches water proof structure construction method - Google Patents
Basement in high rise building roof deformation stitches water proof structure construction method Download PDFInfo
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- CN106284425B CN106284425B CN201610667062.7A CN201610667062A CN106284425B CN 106284425 B CN106284425 B CN 106284425B CN 201610667062 A CN201610667062 A CN 201610667062A CN 106284425 B CN106284425 B CN 106284425B
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/16—Arrangement or construction of joints in foundation structures
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Abstract
The present invention relates to a kind of basement in high rise building roof deformations to stitch water proof structure construction method, includes the following steps: that steel plate for sealing water is arranged along deformation joint length direction in basement roof deformation joint；Extruded polystyrene board is embedded in the upper and lower deformation joint of steel plate for sealing water；Casting concrete top plate；The upper surface of extruded polystyrene board is closely knit along deformation joint pointing using waterproof sealing cream；Sealing zone face rib is upward；Waterproof roll enhancement layer is set on the outside of rubber fastening band；Waterproof layer is set on the outside of waterproof roll enhancement layer.The present invention has evaded concrete roof and outer patch waterstop is easy deviation when outer patch waterstop is constructed simultaneously, position concrete vibrating leakiness and outer patch waterstop and sealing compound finished product protection are costly and repair difficult problem after destroying on the downside of waterstop; top plate top is made into gradient concrete and returns; be conducive to surface drainage, reduce leakage probability；It avoids concerned process steps cross-operation and influences main structure construction, limited without the construction time, guarantee integral construction quality.
Description
Technical field
The present invention relates to a kind of construction techniques, in particular to a kind of basement in high rise building roof deformation
Stitch water proof structure construction method.
Background technique
The construction method of node selection " underground 10J301 building waterproofing construction " top plate node routine is required according to atlas；The party
There are limitations for method: (1) if fixed outer patch waterstop before casting concrete, waterstop lower part concrete is not easy to vibrate
Closely knit, quality is difficult to control；Moreover, be easy to causeing waterstop deviation during casting concrete, sealing compound pointing quality is difficult to guarantee；
(2), if installing outer patch waterstop after casting concrete, after sealing compound pointing, concrete final setting time is not easy to control, and causes
Outer patch sealing belt surface face rib can not be pressed and form entirety in people's concrete, generated gap, be easy to cause by concrete setting hardening
Leakage；(3) deformation joint construction finishes cannot carry out waterproof protective layer and backfill construction immediately, and main structure construction is needed to finish change
It could construct after shape, other processes construction period easily causes outer patch waterstop to destroy, and waterstop exposure duration is long, at
Product protection cost is larger, and since outer patch sealing zone face rib and concrete form entirety, waterstop is difficult to be repaired once destroying
It is multiple, and the quality after reparation is difficult to ensure.(4) return, put down if basement roof deformation joint upper surface position concrete is not done
Whole degree is not easy to control, is easy to leak probability in the position ponding and increase；The construction of conventional basement roof waterproofing of movement joints construction
Defect existing for method becomes those skilled in the art's technical problem anxious to be resolved.
Summary of the invention
In view of the deficiency of the prior art, the present invention provides a kind of raising construction efficiency and guarantees construction quality, drop
The basement in high rise building roof deformation of low construction cost stitches water proof structure construction method.
The technical solution used in the present invention is:
A kind of basement in high rise building roof deformation seam water proof structure construction method, includes the following steps:
Steel plate for sealing water is arranged along deformation joint length direction in basement roof deformation joint；
Steel plate for sealing water is fixed on the same horizontal plane；Steel plate for sealing water open end is upward in construction；
Extruded polystyrene board is embedded in the upper and lower deformation joint of steel plate for sealing water respectively according to deformation joint height and width；
The extruded polystyrene board being arranged in upper deformation joint is upper extruded polystyrene board；
The extruded polystyrene board being arranged in lower deformation joint is lower extruded polystyrene board；
Casting concrete top plate, top, which does concrete and returns, looks for slope by 1%；
Extruded polystyrene board surface concrete slurry is cleaned out, the upper surface of upper extruded polystyrene board uses waterproof sealing cream edge
Deformation joint pointing is closely knit；
Zinc-plated plugging plate is set on the outside of sealing compound after the lower surface scraper pointing sealing compound of lower extruded polystyrene board；
The thick zinc-plated plugging plate of 1.0mm and concrete roof are fixed and are connected using expansion bolt by the zinc-plated plugging plate in deformation joint two sides
It connects；
After the waterproof sealing cream pointing of top, rubber fastening band is pasted on the outside of the waterproof sealing cream of top；And use expansion bolt
It is fixed；Sealing zone face rib is upward；
Waterproof roll enhancement layer is set on the outside of rubber fastening band；
Waterproof layer is set on the outside of waterproof roll enhancement layer；
Waterproof protective layer is set on the outside of waterproof layer.
After the concrete initial set for constituting concrete roof, stop vibrating；Levelling after the completion of concrete roof pours,
Slope is looked for two sides by 1% gradient when press polish；
After reaching code requirement intensity after concreting, first extruded polystyrene board surface concrete slurry is cleaned out,
Lower than concrete surface 1-2cm；It is closely knit along deformation joint pointing using oiliness sealing compound in extruded polystyrene board upper surface, after being spaced 3h
Pointing sealing compound again, so repeatedly 2-3 times.
After top seal cream pointing, deformation joint two sides concrete surface is cleaned out, hollow position uses 1:2 cement bonded sand
Slurry smoothes out, and top of returning on deformation joint is according to the drawing status requirement bullet line of ink marker；
400mmX8mm thickness outer patch rubber fastening band is pasted forward along one end brush special-purpose water-proof glue, and then in brush coating
Paving；
It is uniformly beaten with rubber hammer and guarantees waterstop bonding securely, and expanded at the 50mm of waterstop end with M6
Bolt is along the fixed outer patch waterstop of deformation joint direction interval 300mm, and sealing zone face rib is upward, in waterstop and concrete phase cross-stitch
It is closed at gap with polyurethane sealant.
Waterproof roll enhancement layer uses 4mm thickness high polymer SBS modified asphalt waterproof coiled material, using Hot-melt construction, by change
Coiled material is cut into 1000mm wide coiled material extra play by shape slit shape, and coiled material is formed by bending baltimore groove at deformation joint medium position,
Flexible crook reason is done, slot opening is upward.
Waterproof layer includes two layers；
Waterproof layer first layerUsing 4mmThick high polymer SBS modified asphalt waterproof coiled material；
The waterproof layer second layerUsing 3mmThick high polymer SBS modified asphalt waterproof coiled material；
Waterproof layer use Hot-melt construction, coiled material is formed by bending baltimore groove at deformation joint medium position, do stretch it is curved
Processing, slot opening are upward.
Waterproof protective layer uses 70mm thickness C20 commodity pea gravel concreten, before carrying out pouring construction, first uses plastic adhesive tape
And the foamed plastic rod of φ 50mm is pasted onto waterproof roll and stretched in curved groove by special glue, rear concrete topping is according to concrete
It returns according to 1% levelling, plastering.
Zinc-plated envelope is set on the outside of sealing compound after the lower surface scraper pointing sealing compound of extruded polystyrene board on the downside of deformation joint
Closure plate；The thick zinc-plated plugging plate of 1.0mm is fixedly connected by zinc-plated plugging plate using expansion bolt with concrete roof；Zinc-plated plugging plate
It is made into bending in the middle part of deformation joint and is made into the curved construction that stretches to prevent plugging plate caused by malformation from destroying.
The present invention compared with the prior art the utility model has the advantages that
Basement in high rise building roof deformation of the present invention stitches water proof structure construction method, has evaded concrete roof and outer patch
Outer patch waterstop is easy deviation, waterstop downside position concrete vibrating leakiness, outer patch waterstop when waterstop is constructed simultaneously
And sealing compound finished product protection is at high cost, outer patch waterstop and sealing compound repair difficult problem after destroying；Sealing compound pointing has been constructed
Bi Hou, then by outer patch waterstop by face rib upward, with after dedicated glue sticking and with expansion bolt fixation, dual guarantee；
Sealing compound is blocked with zinc-plated plugging plate on the downside of top plate；Top plate top is made into gradient concrete and returns, and is conducive to surface drainage, subtracts
Probability is leaked less；It avoids main structure and the cross-operation of waterproof roofing process and influences main structure construction, without the construction time
Limitation；Convenient for finished product protection, if outer patch waterstop reduces once destroy to replace in time, and replacing options are easy, and the period is short
Cost, and can guarantee integral construction quality.
Detailed description of the invention
Fig. 1 is the constructing structure schematic diagram of basement in high rise building roof deformation seam water proof structure construction method of the present invention.
Main component symbol description in attached drawing:
In figure:
1, steel plate for sealing water
2, extruded polystyrene board
3, waterproof sealing cream
4, C30 commerical ready-mixed concrete pours
5, zinc-plated plugging plate
6, rubber fastening band
71, lower expansion bolt
72, upper expansion bolt
8. waterproof roll enhancement layer
9. waterproof layer
10, foamed plastic rod
11. waterproof protective layer.
Specific embodiment
Referring to the drawings and embodiment the present invention will be described in detail:
Attached drawing 1 includes the following steps: it is found that a kind of basement in high rise building roof deformation seam water proof structure construction method
Steel plate for sealing water is arranged along deformation joint length direction in basement roof deformation joint；
Steel plate for sealing water is fixed on the same horizontal plane；1 open end of steel plate for sealing water is upward in construction；
50mm thickness extruded polystyrene board 2 is embedded in the upper and lower deformation joint of steel plate for sealing water according to deformation joint height and width respectively
It is interior；
The extruded polystyrene board 2 being arranged in upper deformation joint is upper extruded polystyrene board 21；
The extruded polystyrene board 2 being arranged in lower deformation joint is lower extruded polystyrene board 22；
Casting concrete top plate；
Concrete roof uses C30 commerical ready-mixed concrete；Special messenger's nurse is arranged in concreting process, it is necessary to from deformation joint
Ash is symmetrically slowly put in side, guarantees that deformation joint position concrete vibrating is closely knit；
After the concrete initial set for constituting concrete roof, do not allow to vibrate again；Levelling after the completion of concrete roof pours,
Slope is looked for two sides by 1% gradient when press polish；
It prevents later period roof deformation from stitching the long-term polywater in position, reduces leakage probability.
After reaching code requirement intensity after concreting, first 2 surface concrete of extruded polystyrene board slurry is cleaned out,
Lower than concrete surface 1-2cm；It is closely knit along deformation joint pointing using oiliness sealing compound in 2 upper surface of extruded polystyrene board, it is spaced 3h
Pointing sealing compound again afterwards, so repeatedly 2-3 times；
Guarantee that pointing is uniformly closely knit；Lower part exists deformation joint two sides M6 expansion bolt while using scraper pointing will
The thick zinc-plated plugging plate fixation of 1.0mm, prevents sealing compound from dropping under the effect of gravity, zinc-plated plugging plate is done in the middle part of deformation joint
The curved construction that stretches is made at bending to prevent plugging plate caused by malformation from destroying.
Extruded polystyrene board surface concrete slurry is cleaned out, the upper surface of upper extruded polystyrene board uses waterproof sealing cream
(3) closely knit along deformation joint pointing；
Zinc-plated plugging plate is set on the outside of sealing compound after the lower surface scraper pointing sealing compound of lower extruded polystyrene board；
The zinc-plated plugging plate in deformation joint two sides uses M6 lower expansion bolt 71 by the thick zinc-plated plugging plate 5 of 1.0mm and concrete
Top plate is fixedly connected；
After 3 pointing of top waterproof sealing cream, rubber fastening band 6 is pasted on the outside of top waterproof sealing cream 3；Use expansion bolt
It is fixed；Sealing zone face rib is upward；
After top seal cream pointing, deformation joint two sides concrete surface is cleaned out, hollow position uses 1:2 cement bonded sand
Slurry smoothes out, and top of returning on deformation joint is according to the drawing status requirement bullet line of ink marker；
400mmX8mm thickness outer patch rubber fastening band 6 is pasted forward along one end brush special-purpose water-proof glue, and then in brush coating
Paving；
It is uniformly beaten with rubber hammer and guarantees waterstop bonding securely, and using the top M6 at the 50mm of waterstop end
Expansion bolt 72 is along the fixed outer patch rubber fastening band 6 of deformation joint direction interval 300mm, and 6 face rib of rubber fastening band is upward, in sealing
Band intersects with concrete at gap to be closed with polyurethane sealant.
Waterproof roll enhancement layer 8 is set on the outside of rubber fastening band 6；
Waterproof roll enhancement layer 8 uses 4mm thickness high polymer SBS modified asphalt waterproof coiled material, using Hot-melt construction, by change
Coiled material is cut into 1000mm wide coiled material extra play by shape slit shape, and coiled material is formed by bending baltimore groove at deformation joint medium position,
Flexible crook reason is done, slot opening is upward.
Waterproof layer 9 is set on the outside of waterproof roll enhancement layer 8；
Waterproof layer 9 includes two layers；
9 first layer of waterproof layerUsing 4mmThick high polymer SBS modified asphalt waterproof coiled material；
9 second layer of waterproof layerUsing 3mmThick high polymer SBS modified asphalt waterproof coiled material；
Waterproof layer 9 use Hot-melt construction, coiled material is formed by bending baltimore groove at deformation joint medium position, do stretch it is curved
Processing, slot opening are upward.
Waterproof roll enhancement layer: conscientiously checking whether outer patch waterstop has disrepair phenomenon before construction, by damaged waterstop
It is replaced at position；Then base cleaning is clean, guarantee that base is dry, with long handle round brush by base treatment agent brushing in base
Surface will brush uniformly, must not leak brush or show-through.
Degree of drying, which must be reached, by 6h or more after base treatment agent brushing can implement Hot-melt construction.Method is
Coiled material is first cut into 1000mm wide coiled material extra play by deformation joint shape, 400mm wide is respectively spread on two side plane of deformation joint, depending on ruler
It after very little, shape is suitable, then by the bottom surface (one side for having hot melt adhesive) of coiled material, is toasted with hand-held benzine blow lamp, to its bottom surface in molten
Melt state, can be pasted onto immediately in the base for having brushed 1 sealing material, and be compacted paving jail, in deformation joint position
Portion is made into stretch and curved prevents from settling caused destruction.
Construction of waterproof layer: in processed good and dry substrate surface after waterproof reinforced layer acceptance(check), according to selected volume
The width of material reserves overlapping the slot size, and the reference line bullet of paving coiled material is good, to carry out installation of membrane construction by this reference line.
Entire volume coiled material is placed in paving starting point, is directed in base the good chalk line of bullet, rolling is opened a book material about 1m, by 1 people station coiled material just
This 1m coiled material pull-up, another 1 people station are held liquefied gas flame gun coiled material bottom surface (having hot melt adhesive), flame are made to be directed at coiled material by face
Coiled material bottom surface and base face are heated simultaneously with basal plane junction, viscous paving are carried out in molten to coiled material bottom surface glue, then by a people
Compacting is exhausted to the coiled material of paving with hand-held pressure roller, when being taped against the remaining about 30cm of coil end in this way, coil end is turned over
It is molten roasting to be placed on thermal insulation board row again, end coiled material is finally spread into jail compacting, it is important to note that in first and second time waterproof layer paving construction
In, coiled material is formed by bending baltimore groove at deformation joint medium position, flexible crook reason is done, uses plastic adhesive tape by φ 50mm afterwards
Sticking plaster be pasted onto waterproof roll groove, slot opening must be upward, when carrying out waterproof protective layer construction by sticking plaster
In casting concrete, prevent later period malformation from causing waterproof damage layer.
Waterproof protective layer 11 is set on the outside of waterproof layer 9；
Waterproof protective layer 11 uses 70mm thickness C20 commodity pea gravel concreten, before carrying out pouring construction, first uses plastic cement
The foamed plastic rod 10 of φ 50mm is pasted onto waterproof roll and stretched in curved groove by band and special glue, and rear concrete topping is according to mixed
Solidifying soil is returned according to 1% levelling, plastering.
Water-storing test: going through whether waterproof layer surface has disrepair phenomenon after construction, after perception acceptance(check)
The position carries out water-storing test, and water storage height exceeds highest point 50mm, and water storage duration 24 hours, absolutely without can after leak source
Carry out the next step implementation.
The above described is only a preferred embodiment of the present invention, not making in any form to structure of the invention
Limitation.Any simple modification, equivalent change and modification to the above embodiments according to the technical essence of the invention,
Belong within the scope of technical solution of the present invention.
Claims (6)
1. a kind of basement in high rise building roof deformation stitches water proof structure construction method, which comprises the steps of:
Steel plate for sealing water is arranged along deformation joint length direction in basement roof deformation joint；
Steel plate for sealing water is fixed on the same horizontal plane；Steel plate for sealing water open end is upward in construction；
Extruded polystyrene board is embedded in the upper and lower deformation joint of steel plate for sealing water respectively according to deformation joint height and width；
The extruded polystyrene board being arranged in upper deformation joint is upper extruded polystyrene board；
The extruded polystyrene board being arranged in lower deformation joint is lower extruded polystyrene board；
Casting concrete top plate, top, which does concrete and returns, looks for slope by 1%；
Extruded polystyrene board surface concrete slurry is cleaned out, the upper surface of upper extruded polystyrene board is using waterproof sealing cream along deformation
It is closely knit to stitch pointing；
Zinc-plated plugging plate is set on the outside of sealing compound after the lower surface scraper pointing sealing compound of lower extruded polystyrene board；
The thick zinc-plated plugging plate of 1.0mm is fixedly connected by the zinc-plated plugging plate in deformation joint two sides using expansion bolt with concrete roof；
After the waterproof sealing cream pointing of top, rubber fastening band is pasted on the outside of the waterproof sealing cream of top, and fixed with expansion bolt；
Sealing zone face rib is upward；
Waterproof roll enhancement layer is set on the outside of rubber fastening band；
Waterproof layer is set on the outside of waterproof roll enhancement layer；
Waterproof protective layer is set on the outside of waterproof layer；
After the concrete initial set for constituting concrete roof, stop vibrating；When levelling after the completion of concrete roof pours, press polish by
1% gradient looks for slope to two sides；
After reaching code requirement intensity after concreting, first extruded polystyrene board surface concrete slurry is cleaned out, is lower than
Concrete surface 1-2cm；It is closely knit along deformation joint pointing using oiliness sealing compound in extruded polystyrene board upper surface, it is spaced after 3h again
Pointing sealing compound, so repeatedly 2-3 times.
2. basement in high rise building roof deformation stitches water proof structure construction method according to claim 1, it is characterised in that: on
After portion's sealing compound pointing, deformation joint two sides concrete surface to be cleaned out, hollow position is smoothed out using 1:2 cement mortar,
Top is returned on deformation joint according to the drawing status requirement bullet line of ink marker；
400mmX8mm thickness outer patch rubber fastening band is pasted forward along one end brush special-purpose water-proof glue, the and then paving in brush coating；
It is uniformly beaten with rubber hammer and guarantees waterstop bonding securely, and using M6 expansion bolt at the 50mm of waterstop end
Along the fixed outer patch waterstop of deformation joint direction interval 300mm, sealing zone face rib is upward, at waterstop intersects gap with concrete
It is closed with polyurethane sealant.
3. basement in high rise building roof deformation stitches water proof structure construction method according to claim 1, it is characterised in that: anti-
Water coiled material enhancement layer uses 4mm thickness high polymer SBS modified asphalt waterproof coiled material, will by deformation joint shape using Hot-melt construction
Coiled material is cut into 1000mm wide coiled material extra play, and coiled material is formed by bending baltimore groove at deformation joint medium position, does flexible crook
Reason, slot opening are upward.
4. basement in high rise building roof deformation stitches water proof structure construction method according to claim 1, it is characterised in that: anti-
Water layer includes two layers；
Waterproof layer first layer uses 4mm thickness high polymer SBS modified asphalt waterproof coiled material；
The waterproof layer second layer uses 3mm thickness high polymer SBS modified asphalt waterproof coiled material；
Waterproof layer uses Hot-melt construction, and coiled material is formed by bending baltimore groove at deformation joint medium position, does flexible crook reason,
Slot opening is upward.
5. basement in high rise building roof deformation stitches water proof structure construction method according to claim 1, it is characterised in that: anti-
Water conservation layer uses 70mm thickness C20 commodity pea gravel concreten, first will using plastic adhesive tape and special glue before carrying out pouring construction
The foamed plastic rod of φ 50mm is pasted onto waterproof roll and stretches in curved groove, rear concrete topping according to concrete return according to
1% levelling, plastering.
6. basement in high rise building roof deformation stitches water proof structure construction method according to claim 1, it is characterised in that: become
Zinc-plated plugging plate is set on the outside of sealing compound after the lower surface scraper pointing sealing compound of shape seam downside extruded polystyrene board；Zinc-plated envelope
The thick zinc-plated plugging plate of 1.0mm is fixedly connected by closure plate using expansion bolt with concrete roof；Zinc-plated plugging plate is in deformation joint
Portion is made into bending and is made into the curved construction that stretches to prevent plugging plate caused by malformation from destroying.
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Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100994145B1 (en) * | 2010-06-30 | 2010-11-12 | (주)우암건설 | Expansion joint for underground road way |
| CN201649133U (en) * | 2009-12-28 | 2010-11-24 | 江苏江中集团有限公司 | Basement soleplate deformation joint waterproof device |
| CN203247778U (en) * | 2013-05-15 | 2013-10-23 | 深圳市市政设计研究院有限公司 | Novel high roof seam water resisting structure |
| CN203383243U (en) * | 2013-05-03 | 2014-01-08 | 孔志坚 | Basement settlement joint water-proof structure |
| CN203583525U (en) * | 2013-11-28 | 2014-05-07 | 中铁二十局集团第五工程有限公司 | Waterproof structure for movement joints of peat soft soil stratum subway station |
| CN203847133U (en) * | 2014-06-03 | 2014-09-24 | 中铁二十四局集团安徽工程有限公司 | Water stop structure for tunnel lining deformation joint |
| CN204530780U (en) * | 2015-01-20 | 2015-08-05 | 中铁二院工程集团有限责任公司 | The water proof structure of underground-structure deformation joint |
-
2016
- 2016-08-15 CN CN201610667062.7A patent/CN106284425B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201649133U (en) * | 2009-12-28 | 2010-11-24 | 江苏江中集团有限公司 | Basement soleplate deformation joint waterproof device |
| KR100994145B1 (en) * | 2010-06-30 | 2010-11-12 | (주)우암건설 | Expansion joint for underground road way |
| CN203383243U (en) * | 2013-05-03 | 2014-01-08 | 孔志坚 | Basement settlement joint water-proof structure |
| CN203247778U (en) * | 2013-05-15 | 2013-10-23 | 深圳市市政设计研究院有限公司 | Novel high roof seam water resisting structure |
| CN203583525U (en) * | 2013-11-28 | 2014-05-07 | 中铁二十局集团第五工程有限公司 | Waterproof structure for movement joints of peat soft soil stratum subway station |
| CN203847133U (en) * | 2014-06-03 | 2014-09-24 | 中铁二十四局集团安徽工程有限公司 | Water stop structure for tunnel lining deformation joint |
| CN204530780U (en) * | 2015-01-20 | 2015-08-05 | 中铁二院工程集团有限责任公司 | The water proof structure of underground-structure deformation joint |
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| CN108642996A (en) * | 2018-04-28 | 2018-10-12 | 中国中元国际工程有限公司 | A kind of first floor or basement roof and road/square deformation joint and its construction method |
| CN108642996B (en) * | 2018-04-28 | 2021-02-09 | 中国中元国际工程有限公司 | Deformation joint for first floor or basement roof and road square and construction method thereof |
| CN110258826A (en) * | 2019-06-18 | 2019-09-20 | 中国三冶集团有限公司 | A kind of waterproof construction of basement steel construction exterior wall and concrete ground plate node |
| CN111636273A (en) * | 2020-06-09 | 2020-09-08 | 中国建筑第八工程局有限公司 | Horizontal waterproof deformation joint structure and construction method thereof |
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