CN207608934U - A kind of slab muscle cast-in-place structural post-cast strip blocking apparatus - Google Patents
A kind of slab muscle cast-in-place structural post-cast strip blocking apparatus Download PDFInfo
- Publication number
- CN207608934U CN207608934U CN201721677454.8U CN201721677454U CN207608934U CN 207608934 U CN207608934 U CN 207608934U CN 201721677454 U CN201721677454 U CN 201721677454U CN 207608934 U CN207608934 U CN 207608934U
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- Prior art keywords
- cast
- water band
- place structural
- slab muscle
- post
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Abstract
The utility model belongs to auxiliary Tools Technology needed for the construction of basement slab muscle cast-in-place structural, specially a kind of slab muscle cast-in-place structural post-cast strip blocking apparatus.Slab muscle cast-in-place structural post-cast strip blocking apparatus, by laterally forming the cast-in-place structural with the more vertical slab muscle, the middle section of cast-in-place structural is post-cast strip, it pours and is separately installed at left and right sides of band for intercepting the water band for pouring material and entering by cast-in-place structural region post-cast strip region in the rear, the both ends of the water band are bonding closed state, and the air-filled pore that promising water band is inflated is installed on the water band.Due to the good seal performance of aerated water band, spillage problem is substantially prevented, while using inflation deflation principle, has realized the convenience and being used in turn property that it is removed.
Description
Technical field
The utility model belongs to auxiliary Tools Technology needed for the construction of basement slab muscle cast-in-place structural, specially a kind of
Slab muscle cast-in-place structural post-cast strip blocking apparatus.
Background technology
With urban construction and scientific and technological progress, large-scale underground garage is more and more, and basement structure is generally cast-in-place
Structure, cast-in-place structural slab muscle, especially basement area is larger, and post-cast strip (including pouring after settlement, temperature must usually be arranged
Post-cast strip etc.), after settling temperature deformation temperature, then carry out pouring closure.And when the indwelling of post-cast strip, since reinforcing bar is banded
It completes, so post-cast strip both sides can not be blocked with template.It relatively mostly uses steel wire at present to be intercepted with reinforcing bar binding, i.e.,
Metal binding wire net carries out interception setting on reinforcing bar, but due to the seal and limited strength of steel wire, leads to the interception mode
There are problems that part spillage, while when later stage post-cast strip closure, must spend more labour that steel wire is picked chisel, otherwise exists and ooze
It leaks out danger.
Also a kind of interception mode is intercepted using fast-easy closing-up net at present, and the way is similar with traditional method, and
Fast-easy closing-up net intensity and seal are higher, and the later stage is not necessarily to remove, but fast-easy closing-up net can not be used in turn, and be thrown to be disposable
Enter, cost is higher.
Based on above description, there is an urgent need for a kind of slab muscle cast-in-place structural post-cast strip blocking apparatus, to solve to deposit in the prior art
Blocking apparatus there are risk of leakage or can not be used in turn, for disposable input, the higher problem of cost.
Utility model content
More than solving the problems, such as, the purpose of this utility model is to provide a kind of interceptions of slab muscle cast-in-place structural post-cast strip
Device, this programme are blocked as post-cast strip using aerated water band, realize the dismountable of material and be used in turn, reduce cost,
Easy for installation simultaneously, live spillage problem avoids substantially, and saves the artificial process for picking chisel.
To achieve the above object, the utility model adopts the following technical solution：
A kind of slab muscle cast-in-place structural post-cast strip blocking apparatus, described in laterally being formed with the more vertical slab muscle
The middle section of cast-in-place structural, cast-in-place structural is post-cast strip, pours at left and right sides of band and is separately installed with for intercepting in the rear
The water band that material is entered post-cast strip region by cast-in-place structural region is poured, the both ends of the water band are bonding closed state, described
The air-filled pore that promising water band is inflated is installed on water band.
Preferably, the length of the water band is more than the plate thickness of slab muscle place floor.
Preferably, the length of the water band than floor where slab muscle plate thickness more than 200mm.
Preferably, the diameter of the water band is more than or equal to 110mm.
Preferably, the water belt surface is painted with one layer of releasing agent.
Preferably, the both ends of every section of water band carry out bonding closing using glue.
Preferably, the air-filled pore is mounted on side of the water with one end.
Preferably, the water band is plastic hose.
Compared with prior art, slab muscle cast-in-place structural post-cast strip provided by the present application blocking apparatus have the characteristics that and
Advantageous effect：
Water band is processed into post-cast strip by slab muscle cast-in-place structural post-cast strip provided by the present application blocking apparatus using water band
The length of thickness, both ends are realized with binding material bonds closing, and in one end set air-filled pore, installation by every water band
It is put between two horizontal reinforcements, is then inflated fixation, after the completion of waiting for concreting, the gas in water band is bled off, is taken
It is discharged band.Due to the good seal performance of aerated water band, substantially prevent spillage problem, while using inflation deflation principle, it is real
The existing convenience that it is removed and being used in turn property.
Description of the drawings
Fig. 1 is the package assembly vertical view of water band provided by the utility model and slab muscle；
Fig. 2 is the package assembly front view of water band provided by the utility model and slab muscle；
Fig. 3 is the structural schematic diagram of water band provided by the utility model.
Reference numeral,
1- slab muscle；2- water bands；3- air-filled pores.
Specific implementation mode
Below by specific examples of the implementation combination attached drawing, the utility model is further described in detail.
As shown in Figure 1, a kind of slab muscle cast-in-place structural post-cast strip blocking apparatus provided by the utility model, by lateral and perpendicular
To the more slab muscle 1 form the cast-in-place structural, wherein be mutually parallel between more transverse plate reinforcing bars 1, more are vertical
It is also mutually parallel between slab muscle 1.The middle section of cast-in-place structural is post-cast strip, and the left and right sides for pouring band in the rear is pacified respectively
Equipped with for intercepting the water band 2 for pouring material and entering by cast-in-place structural region post-cast strip region, the both ends of the water band 2 are bonding
Closed state installs the air-filled pore 3 that promising water band is inflated on the water band 2.
Water band 2 is processed into the length of post-cast strip thickness, it is closed at both ends, and air-filled pore 3 is set on it, when installation, will be every
Root water band 2 is put between two level board reinforcing bars 1, is then inflated fixation, will be in water band 2 after the completion of waiting for concreting
Gas bleed off, take out water band 2.Due to the good seal performance of aerated water band 2, spillage problem is substantially prevented, while utilizing and filling
Gas deflation principle realizes convenience and being used in turn property that it is removed.
In this present embodiment, preferably, the length of the water band 2 is more than the plate thickness of 1 place floor of slab muscle.Water
It must be matched with the plate thickness where live slab muscle 1 with processing dimension, processing length is a little bigger as possible, and guarantee meets onsite application and wants
It asks.
In this present embodiment, scheme as a further preference, the length of the water band 2 is than 1 place floor of slab muscle
The more 200mm of plate thickness.Certainly, it is not limited to which 200mm can also be more than 200mm, or be less than 200mm.
In this present embodiment, preferably, the diameter of the water band 2 is more than or equal to 110mm.
In this present embodiment, preferably, to prevent concrete and water band 2 from bonding, when dismounting, causes water band 2 broken
It is bad, when water band 2 is installed, one layer of releasing agent is brushed on 2 face of water band, ensures that water band 2 is smoothly removed.
In this present embodiment, preferably, the both ends of every section of water band 2 carry out bonding closing using glue.Certainly, it glues
Knot material is not limited to water, or other binding materials.
In this present embodiment, preferably, the air-filled pore 3 is mounted on the side of 2 one end of water band.Certainly, it fills
The position of stomata 3 is not limited thereto position.
In this present embodiment, preferably, the water band 2 is PVC plastic hose water band.
It is detailed construction process below：
（1）Material prepares
Prepare several rice of PVC hose water band（Diameter is selected according to the spacing of slab muscle, and general post-cast strip positioning plate reinforcing bar adds
By force, spacing is 75 ~ 100mm, so selecting the water band of diameter 110mm）, air-filled pore several, glue, inflator one.
（2）Technology design
According to slab thickness, water band is cut into a section 200mm long more than floor plate thickness, with glue by the two of every section of water band
End bonds closing, and finally the one end side at every section installs air-filled pore.
（3）Construction technology
Water band is taken out in slab muscle binding → water band processing → water band installation → water band inflation → casting concrete → deflation
The above descriptions are merely preferred embodiments of the present invention, is not intended to limit the utility model, for this
For the technical staff in field, various modifications and changes may be made to the present invention.It is all in the spirit and principles of the utility model
Within, any modification, equivalent replacement, improvement and so on should be included within the scope of protection of this utility model.
Claims (8)
1. a kind of slab muscle cast-in-place structural post-cast strip blocking apparatus, which is characterized in that by the more lateral and vertical slabs
Muscle forms the cast-in-place structural, and the middle section of cast-in-place structural is post-cast strip, and the left and right sides for pouring band in the rear is installed respectively
It is useful for intercepting and pours the water band that material is entered post-cast strip region by cast-in-place structural region, the both ends of the water band are that bonding is closed
State installs the air-filled pore that promising water band is inflated on the water band.
2. slab muscle cast-in-place structural post-cast strip according to claim 1 blocking apparatus, which is characterized in that the length of the water band
The plate thickness of floor where degree is more than slab muscle.
3. slab muscle cast-in-place structural post-cast strip according to claim 2 blocking apparatus, which is characterized in that the length of the water band
Spend 200mm more than the plate thickness than floor where slab muscle.
4. slab muscle cast-in-place structural post-cast strip according to claim 1 blocking apparatus, which is characterized in that the water band
Diameter is more than or equal to 110mm.
5. slab muscle cast-in-place structural post-cast strip according to claim 1 blocking apparatus, which is characterized in that the water belt surface
It is painted with one layer of releasing agent.
6. slab muscle cast-in-place structural post-cast strip according to claim 1 blocking apparatus, which is characterized in that the two of every section of water band
End carries out bonding closing using glue.
7. slab muscle cast-in-place structural post-cast strip according to claim 1 blocking apparatus, which is characterized in that the air-filled pore peace
On side of the water with one end.
8. slab muscle cast-in-place structural post-cast strip according to claim 1 blocking apparatus, which is characterized in that the water band is modeling
Expect water band.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721677454.8U CN207608934U (en) | 2017-12-06 | 2017-12-06 | A kind of slab muscle cast-in-place structural post-cast strip blocking apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721677454.8U CN207608934U (en) | 2017-12-06 | 2017-12-06 | A kind of slab muscle cast-in-place structural post-cast strip blocking apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207608934U true CN207608934U (en) | 2018-07-13 |
Family
ID=62797232
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721677454.8U Expired - Fee Related CN207608934U (en) | 2017-12-06 | 2017-12-06 | A kind of slab muscle cast-in-place structural post-cast strip blocking apparatus |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207608934U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109555309A (en) * | 2018-12-29 | 2019-04-02 | 上海建工二建集团有限公司 | High low-grade concrete can be isolated closes water ballonet and its installation method |
| CN111549826A (en) * | 2020-04-14 | 2020-08-18 | 中国建筑第二工程局有限公司 | Interception construction method for post-cast strip prefabricated formwork in raft of main building |
| CN111851594A (en) * | 2020-07-17 | 2020-10-30 | 山西建筑工程集团有限公司 | Slurry leakage prevention construction method for lower layer steel mesh of raft post-cast strip |
| CN113863519A (en) * | 2021-11-16 | 2021-12-31 | 中建八局第二建设有限公司 | Water pipe intercepting construction joint device and construction method thereof |
-
2017
- 2017-12-06 CN CN201721677454.8U patent/CN207608934U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109555309A (en) * | 2018-12-29 | 2019-04-02 | 上海建工二建集团有限公司 | High low-grade concrete can be isolated closes water ballonet and its installation method |
| CN111549826A (en) * | 2020-04-14 | 2020-08-18 | 中国建筑第二工程局有限公司 | Interception construction method for post-cast strip prefabricated formwork in raft of main building |
| CN111851594A (en) * | 2020-07-17 | 2020-10-30 | 山西建筑工程集团有限公司 | Slurry leakage prevention construction method for lower layer steel mesh of raft post-cast strip |
| CN113863519A (en) * | 2021-11-16 | 2021-12-31 | 中建八局第二建设有限公司 | Water pipe intercepting construction joint device and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180713 Termination date: 20181206 |