CN216196589U - Cast-in-place concrete structure construction composite shuttering - Google Patents
Cast-in-place concrete structure construction composite shuttering Download PDFInfo
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- CN216196589U CN216196589U CN202122349787.0U CN202122349787U CN216196589U CN 216196589 U CN216196589 U CN 216196589U CN 202122349787 U CN202122349787 U CN 202122349787U CN 216196589 U CN216196589 U CN 216196589U
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Abstract
The utility model discloses a cast-in-place concrete structure construction combined template, which is used for beam column cast-in-place and comprises: the aluminum alloy template is arranged around the beam column to be cast; the first supporting and reinforcing system is arranged around the aluminum alloy template so as to lock the aluminum alloy template around the beam column; the first support reinforcement system comprises: the device comprises a base, a plurality of first vertical supports and a plurality of transverse supports; the upper surface interval of base is provided with the first screw of multiseriate, first perpendicular support is L shape structure, the horizontal part and the vertical part of first perpendicular support all have a first through-hole of a row. The utility model is convenient for disassembly, assembly, transportation and storage, and adopts the aluminum alloy template with light dead weight, high strength and more turnover use times.
Description
Technical Field
The present invention relates to the field of concrete forms. More particularly, the present invention relates to a cast-in-place concrete structure construction composite formwork.
Background
The aluminum alloy template has the characteristics of light dead weight, high strength, high processing precision, large breadth of a single block, few abutted seams and convenient construction; meanwhile, the turnover use times of the template are more, the amortization cost is low, the recovery value is high, and better comprehensive economic benefit is achieved; the method has the technical advantages of wide application range, simultaneous pouring of wall tops, high surface quality of formed concrete and less construction waste. The aluminum alloy template meets the requirements of building industrialization, environmental protection and energy conservation, but the existing combined template has the problem of inconvenient disassembly, assembly and transportation.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a combined template for cast-in-place concrete structure construction, which is convenient to disassemble, assemble, transport and store, and adopts an aluminum alloy template with light dead weight, high strength and more turnover use times.
To achieve these objects and other advantages and in accordance with the purpose of the utility model, a cast-in-place concrete structure construction composite form for beam column cast-in-place, comprising:
the aluminum alloy template is arranged around the beam column to be cast;
the first supporting and reinforcing system is arranged around the aluminum alloy template so as to lock the aluminum alloy template around the beam column;
the first support reinforcement system comprises: the device comprises a base, a plurality of first vertical supports and a plurality of transverse supports; the upper surface of the base is provided with a plurality of rows of first screw holes at intervals, the first vertical supports are in L-shaped structures, the horizontal parts and the vertical parts of the first vertical supports are provided with a row of first through holes, the first through holes of the horizontal parts of the first vertical supports are fixedly connected with the first screw holes of the base through bolts, and the base is fixedly provided with a plurality of first vertical supports at intervals; a row of studs are fixed on the transverse support, the studs on the transverse support penetrate through the first through holes of the vertical parts of the first vertical supports and are fixed through nuts, the plurality of first vertical supports are connected into a whole, and the plurality of transverse supports are fixed on the first vertical supports along the height direction;
the end parts of the first supporting and reinforcing systems corresponding to the adjacent aluminum alloy templates with the corners of 90 degrees are fixed through locking pieces.
Preferably, the locker includes: a screw and a pair of nuts;
the both ends of violently supporting are provided with two sets of installed parts towards the face of violently supporting, the installed part is the triangular prism structure, violently support with set up the perforation that link up on the installed part, it is adjacent that two sets of first support reinforcerment systems that are 90 turning pass through screw rod and a pair of nut locking fixed.
Preferably, two sides of the top of the first vertical support are provided with first ear plates;
the second support reinforcing system comprises a plurality of second vertical supports and a plurality of transverse supports; second ear plates are arranged on two sides of the top and the bottom of the second vertical support, the second vertical support is of a straight-line structure, a row of second through holes are formed in the second vertical support, the studs on the transverse support penetrate through the second through holes of the second vertical support and are fixed through nuts, and the second vertical supports are connected into a whole;
the second lug plate of the second vertical support is fixed with the first lug plate of the first vertical support through a bolt;
the ends of the second support and reinforcement system adjacent to the 90 ° corners are secured by locking members.
Preferably, two adjacent sets of second supporting and reinforcing systems located above and below are secured by the second ear panels.
The utility model at least comprises the following beneficial effects:
the first supporting and reinforcing system is a combined type assembling component, and can be completely disassembled after the beam column is cast in situ, so that the transportation and storage are convenient, and the aluminum alloy template is light in dead weight, high in strength and multiple in template turnover use times. Through the improvement to first support reinforcerment system structure, make the screw rod pass on the installed part, realize the locking of two sets of adjacent first support reinforcerment systems, avoided the problem of screw rod through-wall hole.
Additional advantages, objects, and features of the utility model will be set forth in part in the description which follows and in part will become apparent to those having ordinary skill in the art upon examination of the following or may be learned from practice of the utility model.
Drawings
Fig. 1 is a schematic structural view of a cast-in-place concrete structure construction composite form according to the present invention;
fig. 2 is a schematic view of the connection between the lateral supports of the present invention.
Description of reference numerals: 1 aluminum alloy template, 2 bases, 3 first vertical supports, 4 horizontal supports, 5 first screw holes, 6 first through holes, 7 bolts, 8 studs, 9 locking parts, 10 screws, 11 nuts, 12 mounting parts and 13 first lug plates.
Detailed Description
The utility model will be described more fully hereinafter with reference to the accompanying drawings. Those skilled in the art will be able to implement the utility model based on these teachings. Before the present invention is described in detail with reference to the accompanying drawings, it is to be noted that: the technical solutions and features provided in the present invention in the respective sections including the following description may be combined with each other without conflict.
Moreover, the embodiments of the present invention described in the following description are generally only some embodiments of the present invention, and not all embodiments. Therefore, all other embodiments obtained by a person of ordinary skill in the art based on the embodiments of the present invention without any creative effort shall fall within the protection scope of the present invention.
The utility model is further described in detail with reference to the accompanying drawings and implementation, and the specific implementation process is as follows:
as shown in fig. 1 to 2, the present invention provides a cast-in-place concrete structure construction composite template for beam column cast-in-place, including:
the aluminum alloy template 1 is arranged around the beam column to be cast in an enclosing mode;
the first supporting and reinforcing system is arranged around the periphery of the aluminum alloy template 1 to lock the aluminum alloy template 1 around the beam column;
the first support reinforcement system comprises: the device comprises a base 2, a plurality of first vertical supports 3 and a plurality of transverse supports 4; a plurality of rows of first screw holes 5 are formed in the upper surface of the base 2 at intervals, the first vertical supports 3 are of an L-shaped structure, a horizontal part and a vertical part of each first vertical support 3 are provided with a row of first through holes 6, the first through holes 6 in the horizontal part of each first vertical support 3 are fixedly connected with the first screw holes 5 of the base 2 through bolts 7, and a plurality of first vertical supports 3 are fixed on the base 2 at intervals; a row of studs 8 are fixed on the transverse support 4, the studs 8 on the transverse support 4 penetrate through the first through holes 6 in the vertical parts of the first vertical supports 3 and are fixed through nuts, the plurality of first vertical supports 3 are connected into a whole, and the plurality of transverse supports 4 are fixed on the first vertical supports 3 along the height direction;
wherein, the end part of the first supporting and reinforcing system corresponding to the aluminum alloy template 1 with the adjacent 90-degree corner is fixed by the locking piece 9.
In above-mentioned technical scheme, subassembly is assembled for the combination formula to first support reinforceing system, and after the cast-in-place completion of beam column, first support reinforceing system can all be disassembled, conveniently transports and saves, adopts 1 dead weight of aluminum alloy template, intensity is high, the template turnover use number of times is many.
The technical scheme can also comprise the following technical details so as to better realize the technical effects: the retaining member 9 comprises: a screw 11 and a pair of nuts;
the both ends of cross support 4 are provided with two sets of installed parts 12 towards the face of cross support 4, installed part 12 is the triangular prism structure, cross support 4 with set up the perforation of lining up on the installed part 12, and two sets of first support reinforcingsystems that adjacent are 90 turnings pass through screw rod 11 and a pair of nut locking is fixed.
In the above technical scheme, through the improvement to the first support reinforcing system structure, the screw 11 passes through the mounting part 12, the locking of two adjacent groups of first support reinforcing systems is realized, and the problem that the screw 11 passes through a wall hole is avoided.
The technical scheme can also comprise the following technical details so as to better realize the technical effects: two sides of the top of the first vertical support 3 are provided with first ear plates 13;
the device also comprises a second support reinforcing system which comprises a plurality of second vertical supports and a plurality of transverse supports 4; second ear plates are arranged on two sides of the top and the bottom of the second vertical support, the second vertical support is of a straight-line structure, a row of second through holes are formed in the second vertical support, the studs 8 on the transverse support 4 penetrate through the second through holes of the second vertical support to be fixed through nuts, and the second vertical supports are connected into a whole;
the second lug plate of the second vertical support is fixed with the first lug plate 13 of the first vertical support 3 through a bolt 7;
the ends of the second support and reinforcement system adjacent to the 90 ° corners are secured by locking members 9.
In above-mentioned technical scheme, support the locking that the reinforcerment system realized to eminence aluminum alloy template 1 through the second, can be according to aluminum alloy template 1 height-adjusting, the flexibility is strong.
The technical scheme can also comprise the following technical details so as to better realize the technical effects: and two groups of adjacent second supporting and reinforcing systems positioned above and below are fixed through the second ear plates.
While embodiments of the utility model have been described above, it is not limited to the applications set forth in the description and the embodiments, which are fully applicable to various fields of endeavor for which the utility model may be embodied with additional modifications as would be readily apparent to those skilled in the art, and the utility model is therefore not limited to the details given herein and to the embodiments shown and described without departing from the generic concept as defined by the claims and their equivalents.
Claims (4)
1. The utility model provides a cast-in-place concrete structure construction composite forms for beam column is cast-in-place, its characterized in that includes:
the aluminum alloy template is arranged around the beam column to be cast;
the first supporting and reinforcing system is arranged around the aluminum alloy template so as to lock the aluminum alloy template around the beam column;
the first support reinforcement system comprises: the device comprises a base, a plurality of first vertical supports and a plurality of transverse supports; the upper surface of the base is provided with a plurality of rows of first screw holes at intervals, the first vertical supports are in L-shaped structures, the horizontal parts and the vertical parts of the first vertical supports are provided with a row of first through holes, the first through holes of the horizontal parts of the first vertical supports are fixedly connected with the first screw holes of the base through bolts, and the base is fixedly provided with a plurality of first vertical supports at intervals; a row of studs are fixed on the transverse support, the studs on the transverse support penetrate through the first through holes of the vertical parts of the first vertical supports and are fixed through nuts, the plurality of first vertical supports are connected into a whole, and the plurality of transverse supports are fixed on the first vertical supports along the height direction;
the end parts of the first supporting and reinforcing systems corresponding to the adjacent aluminum alloy templates with the corners of 90 degrees are fixed through locking pieces.
2. The cast-in-place concrete structure construction composite formwork of claim 1, wherein the locking member comprises: a screw and a pair of nuts;
the both ends of violently supporting are provided with two sets of installed parts towards the face of violently supporting, the installed part is the triangular prism structure, violently support with set up the perforation that link up on the installed part, it is adjacent that two sets of first support reinforcerment systems that are 90 turning pass through screw rod and a pair of nut locking fixed.
3. The cast-in-place concrete structure construction composite formwork of claim 1 or 2, wherein first ear plates are provided at both sides of the top of the first vertical support;
the second support reinforcing system comprises a plurality of second vertical supports and a plurality of transverse supports; second ear plates are arranged on two sides of the top and the bottom of the second vertical support, the second vertical support is of a straight-line structure, a row of second through holes are formed in the second vertical support, the studs on the transverse support penetrate through the second through holes of the second vertical support and are fixed through nuts, and the second vertical supports are connected into a whole;
the second lug plate of the second vertical support is fixed with the first lug plate of the first vertical support through a bolt;
the ends of the second support and reinforcement system adjacent to the 90 ° corners are secured by locking members.
4. The cast-in-place concrete structure construction composite formwork of claim 1 or 2, wherein two sets of adjacent second supporting and reinforcing systems located at the upper and lower sides are fixed by the second ear plates.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122349787.0U CN216196589U (en) | 2021-09-27 | 2021-09-27 | Cast-in-place concrete structure construction composite shuttering |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122349787.0U CN216196589U (en) | 2021-09-27 | 2021-09-27 | Cast-in-place concrete structure construction composite shuttering |
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| CN216196589U true CN216196589U (en) | 2022-04-05 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116025154A (en) * | 2023-02-09 | 2023-04-28 | 中建八局西北建设有限公司 | Reinforced concrete beam column pouring support device and construction method thereof |
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2021
- 2021-09-27 CN CN202122349787.0U patent/CN216196589U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116025154A (en) * | 2023-02-09 | 2023-04-28 | 中建八局西北建设有限公司 | Reinforced concrete beam column pouring support device and construction method thereof |
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