CN2213186Y - Seal plate for after-pouring band on deformation fracture - Google Patents
Seal plate for after-pouring band on deformation fracture Download PDFInfo
- Publication number
- CN2213186Y CN2213186Y CN 94210356 CN94210356U CN2213186Y CN 2213186 Y CN2213186 Y CN 2213186Y CN 94210356 CN94210356 CN 94210356 CN 94210356 U CN94210356 U CN 94210356U CN 2213186 Y CN2213186 Y CN 2213186Y
- Authority
- CN
- China
- Prior art keywords
- water
- concrete slab
- sealing plate
- utility
- model
- 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.)
- Expired - Fee Related
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Abstract
Disclosed is a larger-sized water-sealing plate on the deformation joints of building foundation slab, which is composed of small lumps of concrete slabs and the rubber connecting the concrete slabs. When the foundation slab is under construction, the water-sealing plate is arranged on the deformation joints, and then the sole plates on both sides of the deformation joints are respectively concreted on the water-sealing plate, thus to avoid underground water's leaking into the foundation from the deformation joints during the maintenance period of the sole plate. In the way, the utility model saves a great amount of pumpage cost. The utility model is characterized in that the steel fiber is mixed into the water-sealing concrete slab thus to increase the strength and prevent the dehiscence. The utility model also has the advantages of favorable waterproof properties, decreased thickness, light weight of the water-sealing plate, and convenient construction and assembly.
Description
The utility model belongs to the building unit technical field.
For relatively large building, when the building of sole plate, leave deformation joints such as Temperature Joint, wait the base plate shrinkage strain of being built stable back (generally wanting 6 week of maintenance), use concreting deformation joint part (in construction, claiming the ater-casting) that deformation joint is shut again, the base plate on deformation joint both sides is coupled together, to guarantee the globality and the shock resistance of base plate.
The problem that this form of construction work is brought is at base plate between curing time, and underground water will constantly leak into basis from deformation joint.Treating method in the past is not constantly to use the water pumper draining, and in curing time, drawing water needs a very big expense at whole base plate.
The purpose of this utility model is to provide a kind of seal plate.Seal deformation joint at base plate between curing time with it, stop phreatic bleeding, the expense of drawing water is saved.
The utility model is by concrete slab, and the concrete slab of requirement is tightly connected whole rubber tile, the angle bar of clamping concrete slab and rubber tile, angle bar fastening bolt, in the locational sealing tooth formation of seal plate both sides bearing wall.
Use good effect of the present utility model to be, build between back and curing time, stoped the seepage of underground water among the basis at basic room plate.Thereby taking out in the past, drainage works have been exempted.
Accompanying drawing is the building structure schematic diagram that the utility model forms after enforcement.
Implementation process of the present utility model is according to design and construction personnel's selection, to give system concrete slab 4.The sky of the concrete slab that present embodiment is selected is very little to be: thickness 15-25mm
2, area is 1500 * 2000mm
2, bolt hole is left on four limits.For the weight that alleviates plate body, increase in the intensity present embodiment of concrete slab and adopt steel fiber reinforced concrete slabs, the concrete practice is to join spacing 200 * 200mm on plate body, diameter is the 2-4mm high-strength steel mesh, the steel fibre that in concrete, adds volume fraction 1%-2%, the expansion agent and the 0.75%-0.12% super plasticizer that add the 13%-15% of cement weight are made steel through row dimension concrete slab by usual way.After treating that this plate maintenance is good, be coated on concrete and the ethylene propylene diene rubber surface, after bonding agent is tack-free, rubber tile overlayed on concrete slab, to improve the waterproof effect of concrete slab with phenolic resin modified neoprene bonding agent.
The assembling in concrete construction of each ingredient of whole seal plate.Its assembling process is, the basic ground of smooth deformation joint, along deformation joint be connected rubber tile 1 below each concrete slab phase cohesive position is laid.This rubber tile can be ternary one third rubber coiled material, vinyl chloride rubber blend coiled material etc.During rubber tile, need be put clamping angle bar 2 well under rubber tile, and pass bolt 3 through angle bar and rubber tile below laying.On the connection rubber tile, sequence concrete slab 4 successively.In the gap of concrete slab, be full of polyvinyl chloride rubber and plastic ointment 5.And then the rubber 6 above laying, press angle bar, fastening nut.In addition, connect between the rubber tile and concrete slab of each concrete slab, also can adopt bonding way to connect.But bonding strength and sealing effectiveness are not as adopting angle bar bolt method of clamping.Last upper surface in whole piece seal plate both sides is stained with rubber sealing tooth bar 7, and whole seal plate just assembling finishes.By the time when building body of wall, body of wall is pressed on the position of sealing tooth bar, underground water just is enclosed in below the seal plate, brings into play its sealing function.
Claims (1)
1, a kind of deformation joint ater-casting seal plate, it is characterized in that: by concrete slab (4), will need the concrete slab of quantity to be tightly connected whole rubber tile (1,6), the rubber tile clips is held in angle bar (2), fastening bolt (3) on the concrete slab, is bonded on the concrete slab, and be pressed in the rubber sealing tooth bar (7) body of wall under and be full of rubber and plastic ointment (5) composition between the upper and lower faces rubber tile.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 94210356 CN2213186Y (en) | 1994-04-27 | 1994-04-27 | Seal plate for after-pouring band on deformation fracture |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 94210356 CN2213186Y (en) | 1994-04-27 | 1994-04-27 | Seal plate for after-pouring band on deformation fracture |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2213186Y true CN2213186Y (en) | 1995-11-22 |
Family
ID=33827789
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 94210356 Expired - Fee Related CN2213186Y (en) | 1994-04-27 | 1994-04-27 | Seal plate for after-pouring band on deformation fracture |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2213186Y (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101096862B (en) * | 2007-05-15 | 2010-06-09 | 广东省建筑设计研究院 | Post-pouring type deformation device and construction method thereof |
-
1994
- 1994-04-27 CN CN 94210356 patent/CN2213186Y/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101096862B (en) * | 2007-05-15 | 2010-06-09 | 广东省建筑设计研究院 | Post-pouring type deformation device and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |