CN210032599U - Beam-slab common supporting unit in beam-slab structure concrete cast-in-place supporting system - Google Patents
Beam-slab common supporting unit in beam-slab structure concrete cast-in-place supporting system Download PDFInfo
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- CN210032599U CN210032599U CN201920148952.6U CN201920148952U CN210032599U CN 210032599 U CN210032599 U CN 210032599U CN 201920148952 U CN201920148952 U CN 201920148952U CN 210032599 U CN210032599 U CN 210032599U
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- top support
- rim plate
- structure concrete
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Abstract
The utility model discloses a beam slab in cast-in-place support system of beam slab structure concrete props up unit altogether, including supporting in the top of board die block below hold in the palm, set up in the bearing crossbeam of roof beam die block below. The lower end of the top support is connected with a vertical rod fixed on the ground. The top is held in the palm and is connected with a plurality of rim plates, and the one end of rim plate is connected with the hand nut, and the both ends of bearing crossbeam can be dismantled and be fixed in on the rim plate, make board load and roof beam load all transmit to the pole setting through the top, realize that the beam slab is total. The height position of the wheel disc can be adjusted randomly through the hand-pulling nut, and the height of the jacking support can be adjusted through the hand-pulling nut, so that the wheel disc is suitable for supporting the beam plates together when the concrete of the beam plate structures with different sizes is poured. During the assembly, only need adjust the rim plate high position of installation bearing crossbeam and the rim plate high position of being connected with peripheral support body according to actual need now, then be connected with peripheral support body through the horizontal pole that the rim plate is connected, with the both ends of bearing crossbeam with the rim plate of relevant position department be connected can, convenient operation is high-efficient.
Description
Technical Field
The utility model belongs to housing construction's die carrier support system field specifically is in a beam slab unit in the cast-in-place support system of beam slab structure concrete altogether.
Background
With the continuous development of the domestic formwork support construction process, a large number of supports are used in house construction. The plane arrangement of the support frame in the house building takes the beam as a core, so that how to solve the support of the beam position is particularly important.
The traditional construction method is large in construction difficulty, low in efficiency and increased in material investment, and a novel beam slab supporting system is urgently needed to solve the problem of the beam slab position supporting structure.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a beam slab that can guarantee beam slab structure concrete load effectively transmits to the pole setting props up the unit altogether.
The utility model provides a beam slab in this kind of beam slab structure cast-in-place braced system shares a unit, including supporting in the top support of template bottom mould below, the lower extreme that the top held in the palm is connected with the pole setting that is fixed in ground. The top support is connected with a plurality of wheel discs, one end of each wheel disc is connected with a hand nut, and the height position of each wheel disc on the top support is adjusted through the hand nuts; it still includes the bearing crossbeam that sets up in roof beam die block below, and the both ends of bearing crossbeam can be dismantled and be fixed in on the rim plate, make board load and roof beam load all transmit to the pole setting through the top support, realize that the beam slab is stable to prop up altogether.
The jacking is connected with the peripheral frame body through the wheel disc and the cross rod.
The upper end of the top support is provided with U-shaped steel with an upward opening, a supporting section steel is fixed in an inner cavity of the U-shaped steel, and a bottom die is supported by the top surface of the supporting section steel.
The lower extreme of top support inserts in the upper end inner chamber of pole setting, it is spacing from top to bottom through the rim plate on the top support, make the height-adjustable of top support, through the radial spacing of bolt, avoid the top support to produce and rock.
And a wood balk is padded between the bearing cross beam and the beam bottom die.
The beam side mould is sequentially provided with a wood purlin and a plywood outside the beam side mould, the plywood and the side mould are arranged in parallel, the wood purlin is arranged between the side mould and the plywood along the horizontal direction, and the plywood on the two sides is tensioned through a split screw.
And a cross rod is connected between the vertical rods.
The utility model discloses set up a plurality of rim plates on the support of top, the hand nut is connected to the one end of rim plate, can adjust the arbitrary high position of rim plate on the support of top through the hand nut. The top support is supported below the plate templates on two sides of the beam template, the bearing cross beam is arranged below the two templates, two ends of the cross beam are fixed on the wheel disc of the top support, the plate load and the beam load are effectively transmitted to the vertical rod through the top support, and the vertical rod is fixed on the ground, so that stable and reliable beam templates are supported together. The height position of the wheel disc can be adjusted at will, so the unit can be suitable for beam slab support during concrete pouring of beam slab structures of different sizes. The height position of the wheel disc can be adjusted at will, and the unit can also be connected with the peripheral frame body through the wheel disc and the cross bar, so that the overall stability of the top supporting structure of the unit is improved. During the assembly of this unit, only need adjust the rim plate high position of installation bearing crossbeam and the rim plate high position of being connected with peripheral support body according to actual need now, then be connected with peripheral support body through the horizontal pole that the rim plate is connected, with the both ends of bearing crossbeam with the rim plate of relevant position department be connected can, convenient operation is high-efficient.
Drawings
Fig. 1 is a schematic structural diagram of an embodiment of the present invention.
Detailed Description
As shown in fig. 1, the beam-slab co-support unit in the beam-slab structure concrete cast-in-place support system disclosed in this embodiment includes a top support 1, a load-bearing beam 2, a wheel disc 3, a hand nut 4, a vertical rod 5, a cross rod 6, a wood purlin 7, a plywood 8, and a counter-pull screw 9.
The top support 1 is connected with a plurality of wheel discs 3, and the lower ends of the wheel discs are connected with hand-pulled nuts 4. The wheel discs 3 are respectively used for connecting the bearing cross beam 2 and the cross bar 6.
The lower extreme of top support 1 inserts in the inner chamber of pole setting 5 upper ends, and is spacing from top to bottom through spanner nut 4, makes the height-adjustable of top support, and is radial spacing through the bolt, avoids the top support to produce and rocks.
The upright stanchions 5 are fixed on the ground and connected with each other through the cross rod, so that the stability of the whole beam-slab common supporting unit is ensured.
The assembly parts of the top support 1 and the vertical rod 5 are respectively arranged on two sides of the beam position, the upper end of the top support 1 is provided with U-shaped steel with an upward opening, a channel steel with an opening facing one side is arranged in the inner cavity of the U-shaped steel, and the top surface of the channel steel is supported on a wood beam under a plate bottom die.
The bearing beam 2 is arranged below the wood balk 7 under the beam bottom die, and two ends of the bearing beam 2 are fixed on the wheel disc 5. Firstly, the height position of a wheel disc 3 for supporting the bearing beam is adjusted through a hand nut 4 according to the height position of the bearing beam 2.
Two wheel discs are shown on the top support of this embodiment, for supporting the load-bearing cross beam and connecting the cross bar, respectively. The height position of the wheel disc of the connecting cross rod is adjusted according to the height position of the cross rod on the peripheral frame body. The overall stability of the top support structure is further improved after the cross rods are connected with the peripheral frame bodies.
The beam side die is sequentially provided with a wood purlin 7 and a plywood 8 outside the beam side die, the plywood 8 and the side die are arranged in parallel, the wood purlin 7 is arranged between the side die and the plywood along the horizontal direction, the plywood on the two sides is tensioned through a counter-pull screw rod 9, and the horizontal load is offset through the counter-pull screw rod.
This load that props up unit altogether bears includes roof beam load and board load, and the board load passes through top support 1 and transmits to pole setting 5, and the roof beam load passes through bearing crossbeam 2 and top support 1 and transmits to the pole setting, and the pole setting is fixed in ground to realize reliable and stable roof beam board and prop up altogether.
The height position of the wheel disc can be adjusted at will through the hand-pulling nut, and the height of the jacking support can be adjusted through the hand-pulling nut, so that the unit can be suitable for common support of beam plates during concrete pouring of beam plate structures with different sizes.
During the assembly of this unit, only need adjust the rim plate high position of installation bearing crossbeam and the rim plate high position of being connected with peripheral support body according to actual need now, then be connected with peripheral support body through the horizontal pole that the rim plate is connected, with the both ends of bearing crossbeam with the rim plate of relevant position department be connected can, convenient operation is high-efficient.
Claims (7)
1. The utility model provides a beam slab in cast-in-place support system of beam slab structure concrete props up unit altogether, holds in the palm including supporting the top of mould below the board bottom, and the lower extreme that holds in the palm in top is connected with the pole setting that is fixed in ground, its characterized in that: the top support is connected with a plurality of wheel discs, one end of each wheel disc is connected with a hand nut, and the height position of each wheel disc on the top support is adjusted through the hand nuts; it still includes the bearing crossbeam that sets up in roof beam die block below, and the both ends of bearing crossbeam can be dismantled and be fixed in on the rim plate, make board load and roof beam load all transmit to the pole setting through the top support, realize that the beam slab is stable to prop up altogether.
2. A beam-slab common supporting unit in a beam-slab structure concrete cast-in-place supporting system according to claim 1, wherein: the jacking is connected with the peripheral frame body through the wheel disc and the cross rod.
3. A beam-slab common supporting unit in a beam-slab structure concrete cast-in-place supporting system according to claim 1, wherein: the upper end of the top support is provided with U-shaped steel with an upward opening, a supporting section steel is fixed in an inner cavity of the U-shaped steel, and a bottom die is supported by the top surface of the supporting section steel.
4. A beam-slab common supporting unit in a beam-slab structure concrete cast-in-place supporting system according to claim 3, wherein: the lower extreme of top support inserts in the upper end inner chamber of pole setting, it is spacing from top to bottom through the rim plate on the top support, make the height-adjustable of top support, through the radial spacing of bolt, avoid the top support to produce and rock.
5. A beam-slab common supporting unit in a beam-slab structure concrete cast-in-place supporting system according to claim 1, wherein: and a wood balk is padded between the bearing cross beam and the beam bottom die.
6. A beam-slab common supporting unit in a beam-slab structure concrete cast-in-place supporting system according to claim 1, wherein: the beam side mould is sequentially provided with a wood purlin and a plywood outside the beam side mould, the plywood and the side mould are arranged in parallel, the wood purlin is arranged between the side mould and the plywood along the horizontal direction, and the plywood on the two sides is tensioned through a split screw.
7. A beam-slab common supporting unit in a beam-slab structure concrete cast-in-place supporting system according to claim 1, wherein: and a cross rod is connected between the vertical rods.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920148952.6U CN210032599U (en) | 2019-01-28 | 2019-01-28 | Beam-slab common supporting unit in beam-slab structure concrete cast-in-place supporting system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920148952.6U CN210032599U (en) | 2019-01-28 | 2019-01-28 | Beam-slab common supporting unit in beam-slab structure concrete cast-in-place supporting system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210032599U true CN210032599U (en) | 2020-02-07 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920148952.6U Ceased CN210032599U (en) | 2019-01-28 | 2019-01-28 | Beam-slab common supporting unit in beam-slab structure concrete cast-in-place supporting system |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112127626A (en) * | 2020-10-19 | 2020-12-25 | 唐山市百泰锦贸易有限公司 | Novel disc type lintel support |
| CN112761353A (en) * | 2021-01-20 | 2021-05-07 | 湖南五恒模架股份有限公司 | Formwork support system and construction method thereof |
| CN113622711A (en) * | 2021-08-19 | 2021-11-09 | 江苏速捷模架科技有限公司 | Under-slab independent tower type supporting unit in concrete cast-in-place supporting system |
| CN113622652A (en) * | 2021-08-19 | 2021-11-09 | 无锡信泰模架科技有限公司 | Independent tower supporting unit of beam slab node in cast-in-place concrete supporting system |
| CN115262957A (en) * | 2022-07-19 | 2022-11-01 | 中建三局集团有限公司 | Double-layer concrete structural slab supporting system and construction method |
| CN115387638A (en) * | 2022-09-22 | 2022-11-25 | 云南大力神金属构件有限公司 | Adjustable support for concrete beam plate structure |
-
2019
- 2019-01-28 CN CN201920148952.6U patent/CN210032599U/en not_active Ceased
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112127626A (en) * | 2020-10-19 | 2020-12-25 | 唐山市百泰锦贸易有限公司 | Novel disc type lintel support |
| CN112761353A (en) * | 2021-01-20 | 2021-05-07 | 湖南五恒模架股份有限公司 | Formwork support system and construction method thereof |
| CN113622711A (en) * | 2021-08-19 | 2021-11-09 | 江苏速捷模架科技有限公司 | Under-slab independent tower type supporting unit in concrete cast-in-place supporting system |
| CN113622652A (en) * | 2021-08-19 | 2021-11-09 | 无锡信泰模架科技有限公司 | Independent tower supporting unit of beam slab node in cast-in-place concrete supporting system |
| CN115262957A (en) * | 2022-07-19 | 2022-11-01 | 中建三局集团有限公司 | Double-layer concrete structural slab supporting system and construction method |
| CN115387638A (en) * | 2022-09-22 | 2022-11-25 | 云南大力神金属构件有限公司 | Adjustable support for concrete beam plate structure |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
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Decision date of declaring invalidation: 20210831 Decision number of declaring invalidation: 51630 Granted publication date: 20200207 |