CN106759519A - A kind of post-cast strip Novel drainage discharge structure and its construction method - Google Patents
A kind of post-cast strip Novel drainage discharge structure and its construction method Download PDFInfo
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- CN106759519A CN106759519A CN201611169448.1A CN201611169448A CN106759519A CN 106759519 A CN106759519 A CN 106759519A CN 201611169448 A CN201611169448 A CN 201611169448A CN 106759519 A CN106759519 A CN 106759519A
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- steel plate
- sealing water
- cast strip
- discharge structure
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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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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
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- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Road Paving Structures (AREA)
Abstract
The present invention provides a kind of post-cast strip Novel drainage discharge structure and its construction method, steel plate for sealing water is processed, steel plate for sealing water mid-plane is processed as " Ω " shape, the middle sand that filling is wrapped up by geotextiles in the space of " Ω " shape simultaneously, cement mortar is scribbled in geotextiles outer surface, back cover finally is fixed every 500mm and steel plate for sealing water spot welding using fast-easy closing-up net, the fast-easy closing-up net on the inside of adjacent two steel plate for sealing water is docked successively.To solve existing conventional late poured band structure for a long time by after groundwater erosion, change can develop into structural cracks, in the course of time, crack can gradually expand, there is infiltration phenomenon, even result in reinforcing bar fracture, basement arch camber, finally cause the absolute altitude or change in displacement of the only base of cushion cap, there is a problem of very big potential safety hazard.The invention belongs to drainage draining field.
Description
Technical field
The present invention relates to a kind of post-cast strip Novel drainage discharge structure, belong to construction drainage field.
Background technology
At present, in conventional site construction, it is contemplated that cast-in-place concrete is uneven issuable harmful due to temperature, contraction
Crack, should stay in sole plate, wall, beam relevant position and set temporary construction seam, be shunk by component inside, after some time again
Pour and smash the construction joint concrete, structure is linked to be entirety.The construction joint is post-cast strip, and post-cast strip is due to same not with agent structure
When pour, and original structure when designing the concrete stress that bears of post-cast strip region it is just larger, cause base plate or floor be most thin
Weak position.Traditional post-cast strip recharge way is：When pouring the time and preferably selecting temperature relatively low of post-cast strip, can use joints cement
Or mix the concrete of micro aluminium powder in cement, its strength grade should one-level higher than component strength, prevent from going out between New-old concrete
Existing crack, causes weak part.
But such as run into underground water and excessively enrich region, structure self gravitation will be in post-cast strip when can not resisting buoyancy
Region occurs crack, finally destroying fish tail and waterproof layer, causes big face water leakage situation.Meanwhile, after there is structural cracks in post-cast strip,
The reinforcing bar that underground water can be corroded in base plate, occurs fracture with the steel bar stress in base plate backward for a long time, it may appear that the ground in big face
The arch camber of lower room, finally causes the absolute altitude or change in displacement of the only base of cushion cap, causes potential safety hazard.
The content of the invention
It is an object of the invention to：A kind of post-cast strip Novel drainage discharge structure and its construction method are provided, it is existing to solve
After thering is conventional late poured band structure to be subject to groundwater erosion for a long time, structural cracks will be developed into, in the course of time, crack can be by
Flaring is big, infiltration phenomenon occurs, even results in reinforcing bar fracture, and basement arch camber finally causes absolute altitude or the position of the only base of cushion cap
Change is moved, there is a problem of very big potential safety hazard.
To solve the above problems, intend using such a post-cast strip Novel drainage discharge structure, including steel plate for sealing water and band
Sand in shape, is into the deep-slotted chip breaker of " Ω " shape in the middle part of steel plate for sealing water, the length direction of sandstone deep-slotted chip breaker is filled in arc in banding
In groove.
In foregoing discharge structure, sand is the quartz sand wrapped up by geotextiles in banding；
In foregoing discharge structure, polylith steel plate for sealing water, adjacent two steel plate for sealing water parallel docking are included in the discharge structure；
In foregoing discharge structure, the outer surface of geotextiles for wrapping up quartz sand scribbles cement mortar, is sure not to brush blocked up, is ensureing point
While seam porosity, in disturbing concrete, it is ensured that enter parting without substantial amounts of cement mortar, parting is blocked；
In foregoing discharge structure, fast-easy closing-up net is provided with the lower ending opening of the deep-slotted chip breaker of " Ω " shape, in the space of " Ω " shape
After filling the middle sand wrapped up by geotextiles back cover is fixed using fast-easy closing-up net every 500mm and steel plate for sealing water spot welding.
The construction method of above-mentioned discharge structure is as follows：
Step one, pours bed course：Compacted backfill, pours C15 blinding layers, magma letter out, it is ensured that cushion thickness and flatness；
Step 2 waterproofs roll up paving：First to base treatment, surface protuberance is cut, building adhesive is mixed in local dip depression
Polymer cement mortar make up a deficiency it is smooth, construction before first negative and positive angle, wall pipe and post-cast strip press code requirement construct extra play, increasing
One layer 500 wide identical coiled material of patch；
Step 3 fish tail and waterproof layers are constructed：Pour 50mm, C20 pea gravel concretens；
Step 4 plates prick baseplate reinforcing bar；
The steel plate for sealing water construction of step 5 post-cast strips, pours underplate concrete：
A., the mid-plane of steel plate for sealing water 1 is processed into the deep-slotted chip breaker 13 of " Ω " shape, while in the space of deep-slotted chip breaker 13 of " Ω " shape
Fill the middle sand wrapped up by geotextiles, i.e., sand 2 in banding.
B. scribble cement mortar in geotextiles outer surface, be sure not brush it is blocked up, ensure parting porosity while, smash pouring
During concrete, it is ensured that enter parting without substantial amounts of cement mortar, parting is blocked；
C. the interior filling of the deep-slotted chip breaker 13 of " Ω " shape after the middle sand of geotextiles parcel by using fast-easy closing-up net 3 every 500mm and stopping
Back cover is fixed in the spot welding of water steel plate 1.
Step 6 irrigates bottom board concrete：During casting concrete, using than the former higher leveled fine-stone concrete of base plate concrete strength, and add
Plus swelling agent carries out recharge, pour and forbid when smashing barbarous construction, destroy the flow guiding structure of manufacture, it is ensured that the flow guiding structure of manufacture is same
On one line.
Compared with prior art, the present invention is improved to steel plate for sealing water, not only in post-cast strip the old and new's Structural Joint shape
Into reinforcement structure, moreover it is possible to form a weeper drain in post-cast strip, crack along in the weak local development of new and old faying face,
The edge in the presence of groundwater pressure, waterside enters parting french drain along steel plate for sealing water plate body, and discharges baseplate zone, effectively eliminates
Underground water base plate buoyancy, it is to avoid large-scale arch camber and soleplate crack occur.
Brief description of the drawings
Fig. 1 is main structure diagram of the invention；
Fig. 2 is the constructing structure schematic diagram when present invention is installed on post-cast strip.
Specific embodiment
To make the object, technical solutions and advantages of the present invention clearer, further will be made to invention by accompanying drawing below
Ground is described in detail.
Embodiment：
Referring to Figures 1 and 2, a kind of water-stopping steel of post-cast strip Novel drainage discharge structure of the present embodiment offer, including processing and fabricating
Sand 2 in plate 1 and the banding of interior filling, steel plate for sealing water 1 is arranged side by side successively, and the main body of steel plate for sealing water 1 is arranged at the main body of base plate
Sand 2 in the banding wrapped up by geotextiles is filled in structure 4, in the space of " Ω " shape deep-slotted chip breaker 11, in packed geotextiles outer surface
Cement mortar is scribbled, while parting porosity is ensured, in disturbing concrete, it is ensured that enter without substantial amounts of cement mortar and divide
Seam, blocks parting.And fix back cover, the water-stopping steel of adjacent processing two every 500mm and the spot welding of steel plate for sealing water 1 with fast-easy closing-up net 3
Plate 1 is parallel to be docked successively.
The construction method of above-mentioned discharge structure is as follows：
Step one, pours bed course：Compacted backfill, pours C15 blinding layers, magma letter out, it is ensured that cushion thickness and flatness；
Step 2 waterproofs roll up paving：First to base treatment, surface protuberance is cut, building adhesive is mixed in local dip depression
Polymer cement mortar make up a deficiency it is smooth, construction before first negative and positive angle, wall pipe and post-cast strip press code requirement construct extra play, increasing
One layer 500 wide identical coiled material of patch；
Step 3 fish tail and waterproof layers are constructed：Pour 50mm, C20 pea gravel concretens；
Step 4 plates prick baseplate reinforcing bar；
The steel plate for sealing water construction of step 5 post-cast strips, pours underplate concrete：
A., the mid-plane of steel plate for sealing water 1 is processed into the deep-slotted chip breaker 13 of " Ω " shape, while in the space of deep-slotted chip breaker 13 of " Ω " shape
Fill the middle sand wrapped up by geotextiles, i.e., sand 2 in banding.
B. scribble cement mortar in geotextiles outer surface, be sure not brush it is blocked up, ensure parting porosity while, smash pouring
During concrete, it is ensured that enter parting without substantial amounts of cement mortar, parting is blocked；
C. the interior filling of the deep-slotted chip breaker 13 of " Ω " shape after the middle sand of geotextiles parcel by using fast-easy closing-up net 3 every 500mm and stopping
Back cover is fixed in the spot welding of water steel plate 1.
Step 6 irrigates bottom board concrete：During casting concrete, using than the former higher leveled fine-stone concrete of base plate concrete strength, and add
Plus swelling agent carries out recharge, pour and forbid when smashing barbarous construction, destroy the flow guiding structure of manufacture, it is ensured that the flow guiding structure of manufacture is same
On one line.
Claims (6)
1. a kind of post-cast strip Novel drainage discharge structure, it is characterised in that：Including steel plate for sealing water（1）With sand in banding（2）, sealing
Steel plate（1）Middle part be into the deep-slotted chip breaker of " Ω " shape（11）, sand in banding（2）Rock deep-slotted chip breaker（11）Length direction be filled in arc
Shape groove（11）It is interior.
2. a kind of post-cast strip Novel drainage discharge structure according to claim 1, it is characterised in that：Wrapped in the discharge structure
Polylith steel plate for sealing water is included（1）, adjacent two steel plate for sealing water（1）Parallel docking.
3. a kind of post-cast strip Novel drainage discharge structure according to claim 1, it is characterised in that：Sand in banding（2）Be by
The quartz sand of geotextiles parcel.
4. a kind of post-cast strip Novel drainage discharge structure according to claim 3, it is characterised in that：Sand in parcel banding（2）
The outer surface of geotextiles scribble cement mortar.
5. a kind of post-cast strip Novel drainage discharge structure according to claim 1, it is characterised in that：The deep-slotted chip breaker of " Ω " shape
（11）Lower ending opening at be provided with fast-easy closing-up net（3）, fast-easy closing-up net（3）Every 500mm and steel plate for sealing water（1）Point solid welding
Determine back cover.
6. a kind of post-cast strip drainage discharge structure construction method, it is characterised in that step is as follows：
Step one, pours bed course：Compacted backfill, pours C15 blinding layers, magma letter out, it is ensured that cushion thickness and flatness；
Step 2 waterproofs roll up paving：First to base treatment, surface protuberance is cut, building adhesive is mixed in local dip depression
Polymer cement mortar make up a deficiency it is smooth, construction before first negative and positive angle, wall pipe and post-cast strip press code requirement construct extra play, increasing
One layer 500 wide identical coiled material of patch；
Step 3 fish tail and waterproof layers are constructed：Pour 50mm, C20 pea gravel concretens；
Step 4 plates prick baseplate reinforcing bar；
The steel plate for sealing water construction of step 5 post-cast strips, pours underplate concrete：
A., steel plate for sealing water mid-plane is processed into the deep-slotted chip breaker of " Ω " shape, at the same " Ω " shape arc slot space in filling by
The quartz sand of geotextiles parcel；
B. cemented slurry in geotextiles outer surface；
C. fast-easy closing-up net is used every 500mm and water-stopping steel after the middle sand wrapped up by geotextiles is filled in the deep-slotted chip breaker of " Ω " shape
Back cover is fixed in plate spot welding；
Step 6 irrigates bottom board concrete：During casting concrete, using than the former higher leveled fine-stone concrete of base plate concrete strength, and add swollen
Swollen dose carries out recharge, it is ensured that the flow guiding structure of manufacture is on the same line.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611169448.1A CN106759519A (en) | 2016-12-16 | 2016-12-16 | A kind of post-cast strip Novel drainage discharge structure and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611169448.1A CN106759519A (en) | 2016-12-16 | 2016-12-16 | A kind of post-cast strip Novel drainage discharge structure and its construction method |
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| Publication Number | Publication Date |
|---|---|
| CN106759519A true CN106759519A (en) | 2017-05-31 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201611169448.1A Pending CN106759519A (en) | 2016-12-16 | 2016-12-16 | A kind of post-cast strip Novel drainage discharge structure and its construction method |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109811800A (en) * | 2019-03-19 | 2019-05-28 | 中建四局第一建筑工程有限公司 | A kind of bottom plate rear pouring tape construction optimization processing structure |
| CN110295630A (en) * | 2019-07-26 | 2019-10-01 | 深圳市建工集团股份有限公司 | The late poured band structure of multilayer constraint antiseep |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2556269Y (en) * | 2001-10-18 | 2003-06-18 | 吕康成 | Drain-type composite rubber waterstop |
| CN2801888Y (en) * | 2005-11-23 | 2006-08-02 | 郑远黎 | Water stopping belt having water drainage, water-proof and water blocking functions |
| CN201310363Y (en) * | 2008-12-22 | 2009-09-16 | 长安大学 | Quasi-neutrality embedding type dischargeable rubber water stop |
| CN201433776Y (en) * | 2009-05-27 | 2010-03-31 | 中南大学 | Dual-source heat supply type back-pasting drainable water-stop |
| CN202250109U (en) * | 2011-10-18 | 2012-05-30 | 长安大学 | Back-stuck drainage water stop |
| CN206279562U (en) * | 2016-12-16 | 2017-06-27 | 中建四局第一建筑工程有限公司 | A kind of post-cast strip Novel drainage discharge structure |
-
2016
- 2016-12-16 CN CN201611169448.1A patent/CN106759519A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2556269Y (en) * | 2001-10-18 | 2003-06-18 | 吕康成 | Drain-type composite rubber waterstop |
| CN2801888Y (en) * | 2005-11-23 | 2006-08-02 | 郑远黎 | Water stopping belt having water drainage, water-proof and water blocking functions |
| CN201310363Y (en) * | 2008-12-22 | 2009-09-16 | 长安大学 | Quasi-neutrality embedding type dischargeable rubber water stop |
| CN201433776Y (en) * | 2009-05-27 | 2010-03-31 | 中南大学 | Dual-source heat supply type back-pasting drainable water-stop |
| CN202250109U (en) * | 2011-10-18 | 2012-05-30 | 长安大学 | Back-stuck drainage water stop |
| CN206279562U (en) * | 2016-12-16 | 2017-06-27 | 中建四局第一建筑工程有限公司 | A kind of post-cast strip Novel drainage discharge structure |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109811800A (en) * | 2019-03-19 | 2019-05-28 | 中建四局第一建筑工程有限公司 | A kind of bottom plate rear pouring tape construction optimization processing structure |
| CN110295630A (en) * | 2019-07-26 | 2019-10-01 | 深圳市建工集团股份有限公司 | The late poured band structure of multilayer constraint antiseep |
| CN110295630B (en) * | 2019-07-26 | 2024-05-31 | 深圳市建工集团股份有限公司 | Multilayer constraint anti-leakage post-pouring belt structure |
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Application publication date: 20170531 |
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| RJ01 | Rejection of invention patent application after publication |