CN204728274U - Concrete slab plastic sealing trough forming system - Google Patents
Concrete slab plastic sealing trough forming system Download PDFInfo
- Publication number
- CN204728274U CN204728274U CN201520411274.XU CN201520411274U CN204728274U CN 204728274 U CN204728274 U CN 204728274U CN 201520411274 U CN201520411274 U CN 201520411274U CN 204728274 U CN204728274 U CN 204728274U
- Authority
- CN
- China
- Prior art keywords
- type
- concrete
- side form
- sealing
- water stopping
- 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
Links
- 238000007789 sealing Methods 0.000 title claims abstract description 43
- 239000004033 plastic Substances 0.000 title claims abstract description 27
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 29
- 239000003643 water by type Substances 0.000 claims description 8
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 238000000034 method Methods 0.000 claims description 4
- 239000002023 wood Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 9
- 239000000945 filler Substances 0.000 abstract description 8
- 238000007493 shaping process Methods 0.000 abstract description 5
- 238000010586 diagram Methods 0.000 description 4
- 230000000873 masking effect Effects 0.000 description 3
- PTVDYARBVCBHSL-UHFFFAOYSA-N copper;hydrate Chemical compound O.[Cu] PTVDYARBVCBHSL-UHFFFAOYSA-N 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 239000011505 plaster Substances 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 229920000297 Rayon Polymers 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- BCAARMUWIRURQS-UHFFFAOYSA-N dicalcium;oxocalcium;silicate Chemical compound [Ca+2].[Ca+2].[Ca]=O.[O-][Si]([O-])([O-])[O-] BCAARMUWIRURQS-UHFFFAOYSA-N 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 235000009566 rice Nutrition 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
Landscapes
- Lining And Supports For Tunnels (AREA)
Abstract
The utility model provides a kind of concrete slab plastic sealing trough forming system, comprise V-type sealing mould, side form and be positioned at the 1/2V type water stopping trough module of side form upper end, described side form and bracing members frame are linked together, and fixed by drill rod and dam facing, described 1/2V type water stopping trough module is the half of V-type sealing mold shape.Building when watering block after panel concrete, after removing V-type sealing mould, just between two block concrete panel vertical lap seams, having stayed next straightness accuracy and the good V-type groove of planeness.This utility model solves panel concrete plastic filler sealing construction, the construction difficult problem of the shaping difficulty of V-type water stopping trough, can be widely used in panel concrete plastic filler construction.
Description
Technical field
The utility model relates to a kind of concrete slab water stopping trough shaped device, particularly relates to a kind of concrete slab plastic sealing slot shaping appts for hydraulic engineering rock vertical lap seam.
Background technology
As shown in Figure 1, plastic filler sealing construction process between concrete slab vertical lap seam is first with manually between concrete slab seam, a V-type seam is chiseled by the physical dimension of designing requirement, then in V-type groove, brush alite paste, lay rubber bar 6, filling plastic filler 5, add a cover plastic cement masking tape 4, pressure stainless steel lath 2, dress compresses expansion bolt 3, then builds after panel concrete head waters block 1 and panel concrete and waters block 7.
The hardness of panel concrete is higher, panel stitches length by tens meters to hundreds of rice, panel slope is than between 1:1.3 to 1:1.4, people cannot stand on the inclined-plane that the gradient is very large, will by manually chiseling a V-type groove from the bottom to top on the concrete surface that the gradient is very large, one is that the large work efficiency of labour intensity is low.Two be dig V-type groove planeness and straightness accuracy bad, stagnant water effect is very poor, can not meet construction technical requirement.
Utility model content
The utility model provides a kind of new concrete panel plastic sealing slot shaping appts, solves the construction difficult problem manually cutting a hole V-type water stopping trough between concrete slab seam, can be widely used in rock plastic filler sealing construction.Its technical scheme is as described below:
A kind of concrete slab plastic sealing trough forming system, comprise V-type sealing mould, side form and be positioned at the 1/2V type water stopping trough module of side form upper end, described side form and bracing members frame are linked together, and fixed by drill rod and dam facing, described 1/2V type water stopping trough module is the half of V-type sealing mold shape.
Described 1/2V type water stopping trough module is arranged on inside side form upper end by wood screw or bolt.
Described 1/2V type water stopping trough module and V-type sealing mould utilize timber or steel to process.
Described V-type sealing mould is followed closely or expansion bolt by wooden gong, is fixed on head and waters block concrete panel hypotenuse.
To water on block concrete panel hypotenuse according to the pitch-row of V-type sealing mould and aperture at head, hole on dam by under dam with Churn drill.
The utility model utilizes panel concrete head to water block need use side form, and the characteristic that side form structural strength high stability is good.In side form inner top side, a 1/2V type water stopping trough module of being processed by timber is installed, after concreting is complete, just stays next straight Zhang Du and limit, planeness good oblique angle at concrete slab tape edge place.In like manner water before block concrete panel concrete builds secondary, water limit, block concrete panel oblique angle according to suitably distance and position at head, with the impact drilling, by the V-type sealing mould of machine-shaping, be arranged on hypotenuse.Water after block concrete built when secondary, remove V-type sealing mould and just between concrete slab seam, stay next directly Zhang Du and the good V-type groove of planeness.
The beneficial effects of the utility model are, structure simple operations is flexible, laborsaving save time safe and reliable.Simplify working procedure, accelerating construction progress.
Accompanying drawing explanation
Fig. 1 is current plastic sealing filling-material structure schematic diagram;
Fig. 2 is concrete slab plastic sealing trough forming system structural representation;
Fig. 3 is 1/2 type water stopping trough modular structure schematic diagram;
Fig. 4 is V-type sealing mould structure schematic diagram;
Fig. 5 is concrete seam water stopping trough structural representation;
Fig. 6 is V-type groove structural representation;
1, panel concrete head waters block; 2, steel plate press strip; 3, expansion bolt; 4, rubber masking tape; 5, plastic filler; 6, sticking plaster; 7, block is watered after panel concrete; 8, Copper water stop; 9, side form; 10,1/2V type water stopping trough module; 11, side form bracing frame; 12, side form supports drill rod; 13, V-type sealing mould; 14, plastic bushing; 15, wooden gong nail; 16, mortar plug.
Detailed description of the invention
Current plastic sealing filling-material structure schematic diagram as shown in Figure 1, from at the bottom of dam to dam crest, water in the vertical V-type seam of concrete of block 7 after panel concrete head waters block and panel concrete, first Tu brush viscose glue, lay sticking plaster 6, by the section type shape filling sealing filler 5 of design, add a cover rubber masking tape 4, press-fit steel plate strip 2, expansion bolt 3 is installed.
The concrete slab plastic sealing trough forming system structural representation that the utility model provides as shown in the figure, side form 9 drops on W type Copper water stop 8,1/2V type water stopping trough module 10 is arranged on the upper end of side form 9, side form 9 is linked together with the side form bracing frame 11 of steel, and supports drill rod 12 and dam facing fix tightly by side form.
As shown in Figure 3, Figure 4, the structural representation of described 1/2 type water stopping trough module 10 and V-type sealing mould 13 is respectively.
As shown in Figure 5, described V-type sealing mould 13 follows closely 15 by plastic bushing 14 and wooden gong, is arranged on panel concrete head and waters on the hypotenuse of block 1.
Install 1/2 type water stopping trough module 10 in the upper end of side form 9, when panel concrete head waters after block 1 built, this leaves straight line degree and the good hypotenuse of planeness.By the pitch-row of V-type sealing mould 13 and aperture on the first hypotenuse watering block 1 of panel concrete, hole on dam by under dam with Churn drill, in hole, play plastic bushing 14, by the V-type sealing mould 13 of machine-shaping, be fixed on hypotenuse by wooden gong nail 15.Water after block concrete built when secondary, remove V-type sealing mould 13 and just between concrete slab seam, stay next directly Zhang Du and the good V-type groove of planeness.
As shown in Figure 6, with instrument, by panel concrete head, the plastic pipe 14 watered in the vertical side seam hypotenuse hole of block 1 takes out, and tamps floating with mortar by hole 16, then the smooth straight V-type sealing seam of panel is formed, and can carry out plastic filler sealing construction.
Claims (5)
1. a concrete slab plastic sealing trough forming system, it is characterized in that: comprise V-type sealing mould, side form and be positioned at the 1/2V type water stopping trough module of side form upper end, described side form and bracing members frame are linked together, and fixed by drill rod and dam facing, described 1/2V type water stopping trough module is the half of V-type sealing mold shape.
2. concrete slab plastic sealing trough forming system according to claim 1, is characterized in that: described 1/2V type water stopping trough module is arranged on inside side form upper end by wood screw or bolt.
3. concrete slab plastic sealing trough forming system according to claim 1, is characterized in that: described 1/2V type water stopping trough module and V-type sealing mould utilize timber or steel to process.
4. concrete slab plastic sealing trough forming system according to claim 1, is characterized in that: described V-type sealing mould is followed closely or expansion bolt by wooden gong, is fixed on head and waters block concrete panel hypotenuse.
5. concrete slab plastic sealing trough forming system according to claim 4, is characterized in that: to water on block concrete panel hypotenuse according to the pitch-row of V-type sealing mould and aperture at head, hole with Churn drill by under dam on dam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520411274.XU CN204728274U (en) | 2015-06-15 | 2015-06-15 | Concrete slab plastic sealing trough forming system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520411274.XU CN204728274U (en) | 2015-06-15 | 2015-06-15 | Concrete slab plastic sealing trough forming system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204728274U true CN204728274U (en) | 2015-10-28 |
Family
ID=54386636
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520411274.XU Expired - Fee Related CN204728274U (en) | 2015-06-15 | 2015-06-15 | Concrete slab plastic sealing trough forming system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204728274U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108442937A (en) * | 2018-02-01 | 2018-08-24 | 中铁十二局集团有限公司 | A kind of V-arrangement seam molding machine and its technique |
-
2015
- 2015-06-15 CN CN201520411274.XU patent/CN204728274U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108442937A (en) * | 2018-02-01 | 2018-08-24 | 中铁十二局集团有限公司 | A kind of V-arrangement seam molding machine and its technique |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151028 |