CN206883871U - One kind is used for cored slab primary concreting bed die - Google Patents
One kind is used for cored slab primary concreting bed die Download PDFInfo
- Publication number
- CN206883871U CN206883871U CN201720797251.6U CN201720797251U CN206883871U CN 206883871 U CN206883871 U CN 206883871U CN 201720797251 U CN201720797251 U CN 201720797251U CN 206883871 U CN206883871 U CN 206883871U
- Authority
- CN
- China
- Prior art keywords
- bed die
- cored slab
- channel
- sliding block
- primary concreting
- 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
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 59
- 239000010959 steel Substances 0.000 claims abstract description 59
- 238000003466 welding Methods 0.000 claims description 3
- 230000009286 beneficial effect Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Moulds, Cores, Or Mandrels (AREA)
Abstract
It the utility model is related to bed die technical field, it is especially a kind of to be used for cored slab primary concreting bed die, the steel plate lower end is equipped with six channel-section steels, channel-section steel bottom is equipped with square steel tube every 1.5m, mixed mud basis upper surface is provided with and mixed mud basis outer rim shape identical support beam, multiple square steel tube upper end middle parts are also equipped with guide rail, and slided on guide rail and be provided with multiple sliding blocks, connected between multiple sliding blocks by connecting rod, and length of connecting rod is two meters, multiple upper end of slide block are additionally provided with form vibrator, and form vibrator upper end contacts with steel plate, cushion is additionally provided with sliding block between the sliding block and form vibrator, the sliding block side is also welded with lengthening expansion link.Integrally straight degree is preferable for the utility model, and concrete vibrating is uniform, it is ensured that cored slab bottom plate, which occurs without, Lou shakes phenomenon, can primary concreting finish, save the time, ensure the globality of works.
Description
Technical field
Bed die technical field is the utility model is related to, more particularly to one kind is used for cored slab primary concreting bed die.
Background technology
Cored slab is specially that concreting forms.The cross section of plate is made to hollow referred to as cored slab.Cored slab compared with
Solid slab with across footpath is in light weight, easy transportation and installation, and building height is again small compared with the T beams of same across footpath, therefore in small across footpath bridge
Using more.Hollowing out form has many kinds among it.With accurate, cored slab the answering in building field of present land resource
It is essential during bed die in cored slab preparation with increase at full speed, and in the prior art, the difficult control of bed die overall linear, from
And cause to pour failure, also it is exactly that mixed mud is in bed die is poured into, due to the limitation of poker vibrator, causes to leak
It is uneven with vibrating to shake phenomenon, therefore, we have proposed one kind to be used for cored slab primary concreting bed die.
Utility model content
The purpose of this utility model is to solve shortcoming present in prior art, and the one kind proposed is used for cored slab
Primary concreting bed die.
To achieve these goals, the utility model employs following technical scheme:
Design one kind is used for cored slab primary concreting bed die, including steel plate, the steel plate lower end are equipped with six channel-section steels,
Channel-section steel bottom is equipped with square steel tube every 1.5m, and square steel tube lower end is provided with mixed mud basis, mixed mud basis upper table
Face is provided with to be also equipped with leading with mixed mud basis outer rim shape identical support beam, multiple square steel tube upper end middle parts
Rail, and slided on guide rail and be provided with multiple sliding blocks, connected between multiple sliding blocks by connecting rod, and length of connecting rod is two meters, it is more
The individual upper end of slide block is additionally provided with form vibrator, and form vibrator upper end contacts with steel plate, the sliding block with
Cushion is additionally provided with sliding block between form vibrator, the sliding block side is also welded with lengthening expansion link, and lengthens
Expansion link extends mixed mud basis outside.
Preferably, described lengthening expansion link one end is additionally provided with handle, and is provided with sheath on the outside of handle.
Preferably, the channel-section steel is specially U-type groove steel.
Preferably, it is welding between the channel-section steel and square steel tube.
Preferably, the thickness of the steel plate is 8mm, and the length of steel plate is 6m, width 1.24m, and the thickness of channel-section steel is
10mm。
The utility model proposes one kind be used for cored slab primary concreting bed die, beneficial effect is:
1st, the utility model entirety line style controls well compared with concrete bottom die, and overall straight degree is preferable.
2nd, the utility model is by installing adhesion high-frequency oscillator, and bottom plate vibrates without layering when cored slab pours, and inserts
Enter formula vibrator to work in coordination with adhesion high-frequency oscillator, concrete vibrating is uniform, and form vibrator is directly installed on bottom
On mould steel plate, vibration force is larger, it is ensured that cored slab bottom plate occurs without Lou shake phenomenon.
3rd, the utility model can primary concreting finish, save the time, ensure the globality of works.
Brief description of the drawings
Fig. 1 be the utility model proposes a kind of structural representation for cored slab primary concreting bed die;
Fig. 2 be the utility model proposes a kind of A portions schematic enlarged-scale view for cored slab primary concreting bed die;
Fig. 3 be the utility model proposes a kind of sliding block for cored slab primary concreting bed die regarded with guide rail installation side
Structural representation.
In figure:1 steel plate, 2 channel-section steels, 3 form vibrators, 4 square steel tubes, 5 mixed muds basis, 6 support beams, 7 guide rails, 8 are slided
Block, 9 cushions, 10 lengthen expansion link, 11 handles.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describing, it is clear that described embodiment is only the utility model part of the embodiment, rather than whole
Embodiment.
Reference picture 1-3, one kind are used for cored slab primary concreting bed die, including steel plate 1, and the thickness of steel plate 1 is 8mm, steel
The length of plate 1 is 6m, width 1.24m, steel plate 1 dismount it is simple, be conveniently replaceable, the steel plate under dismantling can be recycled, with
Save material.The lower end of steel plate 1 is equipped with six channel-section steels 2, and channel-section steel 2 is specially U-type groove steel, and the thickness of channel-section steel 2 is 10mm, steel plate 1
Cored slab overall time pouring molding can be ensured, avoid the underplate concrete during conventional cored slab placement layer by layer from occurring
First coagulation phenomena.The bottom of channel-section steel 2 is equipped with square steel tube 4 every 1.5m, is welding between channel-section steel 2 and square steel tube 4, is looked for beneficial to bed die
It is flat, both enough ensured that the vibration processes of form vibrator 3 had enough vibrate power and scope of vibrating beneficial to the levelling and can of bed die steel plate,
So as to fully ensure that bed die concrete vibrating is closely knit.
The lower end of square steel tube 4 is provided with mixed mud basis 5, and 5 upper surfaces of mixed mud basis are provided with and basic 5 outer rims of mixed mud
Shape identical support beam 6, multiple upper end middle parts of square steel tube 4 are also equipped with guide rail 7, and slided on guide rail 7 be provided with it is more
Individual sliding block 8, connected by connecting rod between multiple sliding blocks 8, and length of connecting rod is two meters, multiple upper ends of sliding block 8 are additionally provided with
Form vibrator 3, form vibrator 3 be specially 1.5kw adhesion high-frequency oscillators, and the upper end of form vibrator 3 with
Steel plate 1 is contacted, and cushion 9 is additionally provided with the sliding block 8 between sliding block 8 and form vibrator 3, when cored slab pours, is used
Poker vibrator coordinates with form vibrator 3 to vibrate, and can ensure that cored slab concrete vibrating is closely knit.
The side of sliding block 8, which is also welded with, lengthens expansion link 10, and lengthens expansion link 10 and extend the outside of mixed mud basis 5, adds
Long one end of expansion link 10 is additionally provided with handle 11, and the outside of handle 11 is provided with sheath, and form vibrator 3 can be easy to pour
The movement in bed die is built, so as to effectively raise cored slab Forming Quality.
It is described above, the only preferable embodiment of the utility model, but the scope of protection of the utility model is not
This is confined to, any one skilled in the art is in the technical scope that the utility model discloses, according to this practicality
New technical scheme and its utility model design are subject to equivalent substitution or change, should all cover in protection model of the present utility model
Within enclosing.
Claims (5)
1. one kind is used for cored slab primary concreting bed die, including steel plate (1), it is characterised in that:Steel plate (1) the lower end laying
There are six channel-section steels (2), channel-section steel (2) bottom is equipped with square steel tube (4) every 1.5m, and square steel tube (4) lower end is provided with mixed mud
Basic (5), basic (5) upper surface of the mixed mud be provided with basic (5) outer rim shape identical support beam (6) of mixed mud,
The multiple square steel tube (4) upper end middle parts are also equipped with guide rail (7), and are slided on guide rail (7) and be provided with multiple sliding blocks
(8), connected between multiple sliding blocks (8) by connecting rod, and length of connecting rod is two meters, multiple sliding block (8) upper ends are also set
Form vibrator (3) is equipped with, and form vibrator (3) upper end contacts with steel plate (1), the sliding block (8) is shaken with adhesion type
Cushion (9) is additionally provided with sliding block (8) between dynamic device (3), sliding block (8) side is also welded with lengthening expansion link
(10), and lengthening expansion link (10) extends on the outside of mixed mud basic (5).
2. one kind according to claim 1 is used for cored slab primary concreting bed die, it is characterised in that described lengthen is stretched
Bar (10) one end is additionally provided with handle (11), and is provided with sheath on the outside of handle (11).
3. one kind according to claim 1 is used for cored slab primary concreting bed die, it is characterised in that the channel-section steel (2)
Specially U-type groove steel.
4. one kind according to claim 1 is used for cored slab primary concreting bed die, it is characterised in that the channel-section steel (2)
It is welding between square steel tube (4).
5. one kind according to claim 1 is used for cored slab primary concreting bed die, it is characterised in that the steel plate (1)
Thickness be 8mm, the length of steel plate (1) is 6m, width 1.24m, and the thickness of channel-section steel (2) is 10mm.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720797251.6U CN206883871U (en) | 2017-07-04 | 2017-07-04 | One kind is used for cored slab primary concreting bed die |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720797251.6U CN206883871U (en) | 2017-07-04 | 2017-07-04 | One kind is used for cored slab primary concreting bed die |
Publications (1)
Publication Number | Publication Date |
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CN206883871U true CN206883871U (en) | 2018-01-16 |
Family
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201720797251.6U Expired - Fee Related CN206883871U (en) | 2017-07-04 | 2017-07-04 | One kind is used for cored slab primary concreting bed die |
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CN (1) | CN206883871U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109531773A (en) * | 2019-01-17 | 2019-03-29 | 中交四公局第十工程有限公司 | A kind of packaged type concrete attachment vibrator |
-
2017
- 2017-07-04 CN CN201720797251.6U patent/CN206883871U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109531773A (en) * | 2019-01-17 | 2019-03-29 | 中交四公局第十工程有限公司 | A kind of packaged type concrete attachment vibrator |
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Legal Events
Date | Code | Title | Description |
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180116 |
|
CF01 | Termination of patent right due to non-payment of annual fee |