CN209670352U - Concrete form strengthening device - Google Patents
Concrete form strengthening device Download PDFInfo
- Publication number
- CN209670352U CN209670352U CN201920222718.3U CN201920222718U CN209670352U CN 209670352 U CN209670352 U CN 209670352U CN 201920222718 U CN201920222718 U CN 201920222718U CN 209670352 U CN209670352 U CN 209670352U
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- China
- Prior art keywords
- slide bar
- support rod
- sliding sleeve
- nut
- concrete form
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Abstract
The utility model discloses a kind of concrete form strengthening devices, nut A(2 is screwed on screw rod (1) right end) nut B(4 is being screwed into set upper casing (3)), casing (3) left and right ends are respectively fixedly connected with support rod A(5), slide bar A(6) upper end, support rod A(5), slide bar A(6) lower end is fixedly connected, slide bar A(6) on be cased with sliding sleeve A(8), sliding sleeve A(8) on be fixedly installed with clamp A(9), screw rod (1) left end is fixedly connected with slide bar B(10 separately below), support rod B(11) upper end, slide bar B(10), support rod B(11) lower end is fixedly connected, slide bar B(10) on be cased with sliding sleeve B(13), sliding sleeve B(13) on be fixedly installed with clamp B(12).The appearance of the utility model concrete and high-quality, concrete thickness is consistent, and adjusting easy to disassemble will not slide.
Description
Technical field
The utility model relates to technical field of buildings, and in particular to a kind of concrete form strengthening device.
Background technique
When constructing column, beam, wall using concrete, concrete blinding is built first, the casting concrete in template.In order to
Reinforce template installation, concrete does not generate the mould phenomenon that rises, reinforces to the construction formwork of column, beam, wall.Usual formwork reinforcement
Using stud, in the prior art, Chinese patent (notification number: 201778490U, publication date 2011.03.30) discloses mixed
Solidifying soil template reinforcing device, is mainly made of stud, polyvinyl chloride pipe, channel steel, gasket and nut.It is characterized by: In
There is a stud in polyvinyl chloride pipe, the length of stud is than 50~200mm of polyvinyl chloride pipe range.In stud
There is channel steel at both ends respectively, have hole at the center of channel steel waist, stud both ends are each passed through the hole of channel steel waist.In the outside of channel steel
And there are gasket and nut respectively at the both ends of stud.Stud can be taken out out of concrete after the concrete has set,
It realizes saving steel, guarantees the secured of template.But still there are holes in concrete after pouring, and to the appearance of concrete
It is impacted with quality, stud is taken out out of concrete causes disassembly inconvenient, and is unable to fixed form and prevents concrete
It is slid in casting process.
Summary of the invention
There is provided the purpose of the utility model is to overcome disadvantages mentioned above a kind of concrete appearance and high-quality, concrete
Consistency of thickness, adjusting easy to disassemble, the concrete form strengthening device that will not be slid, and adjustable feature can be passed through
The formwork reinforcement to different in width and height structure size is realized in a certain range.
It the purpose of this utility model and solves its technical problem underlying and adopts the following technical solutions to realize:
A kind of concrete form strengthening device of the utility model, including screw rod, nut A, nut B, slide bar A, slide bar B,
Wherein;It is screwed into nut A on screw rod right end and is respectively fixedly connected with support being screwed into nut B, casing left and right ends covering upper casing
Bar A, the upper end slide bar A, support rod A, the lower end slide bar A are fixedly connected, sliding sleeve A are cased on slide bar A, is fixedly installed with card on sliding sleeve A
Sub- A, screw rod left end are fixedly connected with slide bar B, the upper end support rod B separately below, and slide bar B, the lower end support rod B are fixedly connected, slide bar B
On be cased with sliding sleeve B, clamp B is fixedly installed on sliding sleeve B.
Wherein: being non-threaded through blank pipe in described sleeve pipe.
Wherein: described sleeve pipe left and right ends are respectively fixedly connected with support rod A, the upper end slide bar A, support rod A, the lower end slide bar A
It is connected to one into triangle.
Wherein: the screw rod left end is fixedly connected with slide bar B, the upper end support rod B, slide bar B, the lower end support rod B separately below
It is connected to one, at triangle, the right is the L shape stood upside down on the left side.
Wherein: the slide bar A is shorter than slide bar B.
Wherein: being screwed into locker A, locker B on the sliding sleeve A, sliding sleeve B respectively.
The utility model compared with prior art, has apparent beneficial effect, from the above technical scheme: this is practical
Novel use is fixedly connected with slide bar B, the upper end support rod B in screw rod left end separately below, and slide bar B, the lower end support rod B are fixedly connected
It is integrated, the left side is at triangle, and the right is the L shape stood upside down, and casing left and right ends are respectively fixedly connected on support rod A, slide bar A
End, support rod A, the lower end slide bar A are connected to one into triangle.Nut A will be screwed on screw rod right end to exist in the upper casing of set
It is screwed into nut B, forms the gate of a lower opening, template is caught in several gate, adjusting nut A, nut B make casing
It moves left and right, controls the distance of two cheek boards, adjusting nut A, nut B make casing move right when disassembly, and slide bar A is made to move right
It is dynamic to be detached from template, slide bar B is extracted, adjusting easy to disassemble is realized, is cased on slide bar A on the sliding sleeve A that can slide up and down fixed
The clamp A of installation blocks a cheek board, is being fixedly installed with clamp B on the sliding sleeve B that can slide up and down and is blocked with being cased on slide bar B
Another cheek board prevents two cheek boards from sloping inwardly, and realizes the appearance of concrete and high-quality, and concrete thickness is consistent,
Slide bar A is shorter than slide bar B, in the hole that the partial insertion underground that slide bar B is grown is set, limits template in concreting process
It slides, realizing will not slide.In a word;The appearance of the utility model concrete and high-quality, concrete thickness one
It causes, adjusting easy to disassemble will not slide.And it can be realized in a certain range by adjustable feature to different in width
With the formwork reinforcement of height structure size.
Detailed description of the invention
Fig. 1 is the utility model structure diagram;
Fig. 2 is the utility model main view;
Fig. 3 is the utility model cannula structure schematic diagram;
Fig. 4 is the utility model shift sleeve structure schematic diagram;
Fig. 5 is the utility model locker main view;
Fig. 6 is the utility model usage state diagram.
Marked in the figure:
1. screw rod, 2. nut A, 3. casings, 4. nut B, 5. support rod A, 6. slide bar A, 7. locker A, 8. sliding sleeves
A, 9. clamp A, 10. slide bar B, 11. support rod B, 12. clamp B, 13. sliding sleeve B, 14. locker B, 15. templates, 16, coagulation
Soil, 17, ground.
Specific embodiment
With reference to the accompanying drawings and detailed description, the utility model is described in further detail.
As shown in Figs. 1-5, a kind of concrete form strengthening device of the utility model, including screw rod 1, nut A2, nut
B4, slide bar A6, slide bar B10, wherein;It is screwed into nut A2 on 1 right end of screw rod and is being screwed into nut B4, casing 3 in the upper casing 3 of set
Left and right ends are respectively fixedly connected with support rod A5, the upper end slide bar A6, and support rod A5, the lower end slide bar A6 are fixedly connected, on slide bar A6
It is cased with sliding sleeve A8, clamp A9 is fixedly installed on sliding sleeve A8,1 left end of screw rod is fixedly connected with slide bar B10, support rod separately below
The upper end B11, slide bar B10, the lower end support rod B11 are fixedly connected, sliding sleeve B13 are cased on slide bar B10, is fixedly mounted on sliding sleeve B13
There is clamp B12.
Wherein: being non-threaded through blank pipe in described sleeve pipe 3.
Wherein: 3 left and right ends of described sleeve pipe are respectively fixedly connected with support rod A5, the upper end slide bar A6, support rod A5, slide bar A6
Lower end is connected to one into triangle.
Wherein: 1 left end of screw rod is fixedly connected with slide bar B10, the upper end support rod B11, slide bar B10, support separately below
The lower end bar B11 is connected to one, and at triangle, the right is the L shape stood upside down on the left side.
Wherein: the slide bar A6 is shorter than slide bar B10.
Wherein: being screwed into locker A7, locker B14 on the sliding sleeve A8, sliding sleeve B13 respectively.
In use, referring to Fig. 6, in hole that the partial insertion ground 17 that slide bar B10 is grown is set, twisted on 1 right end of screw rod
Enter nut A2 and be screwed into nut B4 in the upper casing 3 of set, forms the gate of a lower opening, template 15 is caught in several gate
Interior, adjusting nut A2, nut B4 move left and right casing 3, control two cheek boards 15 distance, regulate two cheek boards 15 away from
From rear, the clamp A9 being fixedly mounted on sliding sleeve A7 blocks a cheek board 15, is screwed into locker A(7) sliding sleeve A8 being fixed on cunning
On bar A6, another cheek board 15 is being blocked with the clamp B12 being fixedly mounted on sliding sleeve B13, is being screwed into locker B(14) by sliding sleeve
B13 is fixed on slide bar B10, prevents two cheek boards 15 from sloping inwardly, and limitation template 15 is sent out in 16 casting process of concrete
Raw sliding, adjusting nut A2, nut B4 make casing 3 move right when disassembly, so that slide bar A6 is moved right and are detached from a cheek board 15,
Extract slide bar B10.
Claims (6)
1. a kind of concrete form strengthening device, including screw rod (1), nut A(2), nut B(4), slide bar A(6), slide bar B
(10), it is characterised in that;Nut A(2 is screwed on screw rod (1) right end) nut B(4 is being screwed into set upper casing (3)), casing
(3) left and right ends are respectively fixedly connected with support rod A(5), slide bar A(6) upper end, support rod A(5), slide bar A(6) lower end is fixed connects
Connect, slide bar A(6) on be cased with sliding sleeve A(8), sliding sleeve A(8) on be fixedly installed with clamp A(9), screw rod (1) left end is solid separately below
Surely connect slide bar B(10), support rod B(11) upper end, slide bar B(10), support rod B(11) lower end is fixedly connected, slide bar B(10) on
Be cased with sliding sleeve B(13), sliding sleeve B(13) on be fixedly installed with clamp B(12).
2. concrete form strengthening device as described in claim 1, in which: be non-threaded through sky in described sleeve pipe (3)
Pipe.
3. concrete form strengthening device as described in claim 1, in which: described sleeve pipe (3) left and right ends are fixed respectively to be connected
Meet support rod A(5), slide bar A(6) upper end, support rod A(5), slide bar A(6) lower end is connected to one into triangle.
4. concrete form strengthening device as described in claim 1, in which: screw rod (1) left end is fixed separately below to be connected
Meet slide bar B(10), support rod B(11) upper end, slide bar B(10), support rod B(11) lower end is connected to one, the left side is at three
Angular, the right is the L shape stood upside down.
5. concrete form strengthening device as described in claim 1, in which: the slide bar A(6) than slide bar B(10) short.
6. concrete form strengthening device as described in claim 1, in which: the sliding sleeve A(8), sliding sleeve B(13) on twist respectively
Enter locker A(7), locker B(14).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201920222718.3U CN209670352U (en) | 2019-02-22 | 2019-02-22 | Concrete form strengthening device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201920222718.3U CN209670352U (en) | 2019-02-22 | 2019-02-22 | Concrete form strengthening device |
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CN209670352U true CN209670352U (en) | 2019-11-22 |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110965787A (en) * | 2019-12-31 | 2020-04-07 | 广西建工集团第五建筑工程有限责任公司 | Reverse construction method construction wall body reinforcing bar location structure |
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2019
- 2019-02-22 CN CN201920222718.3U patent/CN209670352U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110965787A (en) * | 2019-12-31 | 2020-04-07 | 广西建工集团第五建筑工程有限责任公司 | Reverse construction method construction wall body reinforcing bar location structure |
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