CN211257816U - Beam-free floor column cap tool type adjustable template - Google Patents
Beam-free floor column cap tool type adjustable template Download PDFInfo
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- CN211257816U CN211257816U CN201921464360.1U CN201921464360U CN211257816U CN 211257816 U CN211257816 U CN 211257816U CN 201921464360 U CN201921464360 U CN 201921464360U CN 211257816 U CN211257816 U CN 211257816U
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Abstract
The utility model discloses an adjustable template of no roof beam cap post cap instrument formula, including vertical template, vertical template's shape sets up to L type structure, and the concatenation recess of L shape is all seted up at vertical template's both ends, sealed recess has been seted up to one side concatenation department of vertical template, and the concatenation department fixedly connected with sealing strip of vertical template's opposite side, the side symmetry fixedly connected with connecting plate of vertical template, and the mode fixedly connected with post cap template of joint is all passed through at vertical template's both ends, the top outside of post cap template is provided with the backup pad, backup pad and post cap template fixed connection, and the bottom of post cap template is provided with connects the fastener, connect fastener and post cap template fixed connection. The utility model has the characteristics of rational in infrastructure, convenient to use, through mutually supporting between the vertical template that sets up and the post cap template, can let the concatenation of stand become convenient more and swift, the artificial operating time that has significantly reduced.
Description
Technical Field
The utility model relates to a architectural equipment technical field specifically is an adjustable template of no roof beam superstructure cap instrument formula.
Background
The main difference between the girderless floor and the common rib beam floor is that the floor load is directly transmitted to the foundation through the column, the structure is simple in force transmission, the floor clear space is increased, the girderless floor can be divided into a girderless floor and a girderless floor with a column cap, and when the floor load is large, the girderless floor with the column cap is required to be adopted to improve the bearing capacity and rigidity of the floor so as to prevent the floor from being too thick.
The utility model discloses an applicant discovers that the template of current superstructure cap always all is formed by the plank concatenation, and such template is very high to workman's technical merit requirement when the concatenation, and it is more troublesome to operate to get up.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an adjustable template of no roof beam cap post cap instrument formula, the template that aims at improving current floor cap post cap often all is formed by the plank concatenation, and such template is very high to workman's technical level requirement when the concatenation, operates the more troublesome problem of getting up.
The utility model discloses a realize like this:
the utility model provides an adjustable template of no roof beam cap post cap instrument formula, including vertical template, the shape of vertical template sets up to L type structure, and the concatenation recess of L shape is all seted up at the both ends of vertical template, sealed recess has been seted up to one side concatenation department of vertical template, and the concatenation department fixedly connected with sealing strip of the opposite side of vertical template, the side symmetry fixedly connected with connecting plate of vertical template, and the mode fixedly connected with post cap template of joint is all passed through at the both ends of vertical template, the top outside of post cap template is provided with the backup pad, backup pad and post cap template fixed connection, and the bottom of post cap template is provided with the connection fastener, connect fastener and post cap template fixed connection.
Further, the shape of connecting the fastener sets up to L type structure, and connects the concatenation recess of fastener and L shape and mutually support, sets up to L type structure through the shape that will connect the fastener to let and mutually support between the concatenation recess of connecting fastener and L shape, be in order to let and to connect through the mode of joint between vertical template and the cap template, be convenient for like this the utility model discloses an assembly operation also can prevent to appear the condition that the concrete flows in the seam crossing simultaneously when carrying out concrete placement.
Further, run through on the connecting plate and seted up the screw, the equidistant distribution of screw, the screw has been seted up through running through on the connecting plate, be in order to let vertical template when splicing, can fix it with the bolt, such fixed mode is tied up for traditional steel wire, perhaps carries out the mode that combines with the nail, efficiency is higher, it is also more convenient when dismantling in the later stage simultaneously, the efficiency of so not only assembling is than higher, a large amount of work load has also been reduced during the dismantlement simultaneously.
Further, mutually support between sealed recess and the sealing strip, through letting mutually support between sealed recess and the sealing strip, can let the concatenation between vertical template and the vertical template become inseparabler like this to fixing it through the bolt can let be connected between vertical template and the vertical template inseparabler, the later stage of also being convenient for simultaneously pours the operation.
Further, the vertical template is fixed through the bolt when being spliced, and can be more convenient and faster to splice and disassemble when being fixed through the bolt.
Compared with the prior art, the beneficial effects of the utility model are that: the utility model has the characteristics of rational in infrastructure, convenient to use, through mutually supporting between the vertical template that sets up and the post cap template, can let the concatenation of stand become convenient more and swift, the artificial operating time that has significantly reduced.
(1) The utility model discloses a shape that will connect the fastener sets up to L type structure to let mutually support between the concatenation recess of connecting fastener and L shape, be in order to let can connect through the mode of joint between vertical template and the cap template, be convenient for like this the utility model discloses an equipment operation also can prevent simultaneously when carrying out concrete placement, the condition that the concrete flows appears in the seam crossing.
(2) The utility model discloses a run through on the connecting plate and seted up the screw, be in order to let vertical template when carrying out the concatenation, can fix it with the bolt, such fixed mode is tied up for traditional steel wire, perhaps carries out the mode that combines with the nail, and efficiency is higher, and it is also more convenient when later stage is dismantled simultaneously, and the efficiency of so not only assembling is than higher, has also reduced a large amount of work load when dismantling simultaneously.
(3) The utility model discloses a let mutually support between sealed recess and the sealing strip, can let concatenation between vertical template and the vertical template become inseparabler like this to fixing it through the bolt can let being connected between vertical template and the vertical template inseparabler, the operation is pour in the later stage of also being convenient for simultaneously.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings that are required to be used in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present invention, and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings can be obtained according to the drawings without inventive efforts.
Fig. 1 is a schematic structural view of the utility model of a beamless floor column cap tool type adjustable template;
FIG. 2 is a schematic view of the split structure of the tool-type adjustable formwork for a flat slab cap of the present invention;
fig. 3 is a schematic structural view of a vertical template of the beamless floor column cap tool-type adjustable template of the present invention;
fig. 4 is a schematic structural view of the column cap template of the utility model relates to a beamless floor column cap tool type adjustable template.
In the figure: 1. a vertical template; 11. splicing the grooves; 12. sealing the groove; 13. a sealing strip; 14. a connecting plate; 141. a screw hole; 2. a column cap template; 21. connecting clamping pieces; 22. and a support plate.
Detailed Description
To make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the drawings of the embodiments of the present invention are combined to clearly and completely describe the technical solutions of the embodiments of the present invention, and obviously, the described embodiments are some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention. Thus, the following detailed description of the embodiments of the present invention, presented in the accompanying drawings, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work all belong to the protection scope of the present invention.
Referring to fig. 1, 2, 3 and 4, a tool-type adjustable formwork for a flat slab cap column comprises a vertical formwork 1, wherein the vertical formwork 1 is in an L-shaped structure, L-shaped splicing grooves 11 are formed in two ends of the vertical formwork 1, a sealing groove 12 is formed in a splicing position on one side of the vertical formwork 1, a sealing strip 13 is fixedly connected to a splicing position on the other side of the vertical formwork 1, the sealing groove 12 and the sealing strip 13 are matched with each other, so that the vertical formwork 1 and the vertical formwork 1 can be spliced more tightly, the vertical formwork 1 and the vertical formwork 1 can be connected more tightly by fixing the vertical formwork 1 through bolts, and meanwhile, later-stage casting operation is facilitated;
the connecting plates 14 are symmetrically and fixedly connected to the side faces of the vertical templates 1, the connecting plates 14 are provided with screw holes 141 in a penetrating mode, the screw holes 141 are distributed at equal intervals, and the screw holes 141 are formed in the connecting plates 14 in a penetrating mode, so that the vertical templates 1 can be fixed by bolts when being spliced, and compared with the traditional steel wire bundling mode or the mode of combining by nails, the fixing mode is higher in efficiency, and meanwhile, the later-stage disassembly is more convenient, so that the assembly efficiency is higher, and a large amount of workload is reduced during disassembly; when the vertical template 1 is spliced, the vertical template is fixed through bolts, and when the vertical template is fixed through the bolts, the vertical template can be more conveniently and quickly spliced and disassembled;
and both ends of the vertical template 1 are fixedly connected with the column cap template 2 in a clamping way, the outer side of the top end of the column cap template 2 is provided with a supporting plate 22, the supporting plate 22 is fixedly connected with the column cap template 2, and the bottom end of the column cap template 2 is provided with a connecting clamping piece 21, the connecting clamping piece 21 is fixedly connected with the column cap template 2, the connecting clamping piece 21 is arranged to be in an L-shaped structure, and the connecting clip 21 and the L-shaped splicing groove 11 are mutually matched, by setting the shape of the connecting clip 21 to be an L-shaped structure, and the connecting clamping piece 21 is matched with the L-shaped splicing groove 11, so that the vertical template 1 and the column cap template 2 can be connected in a clamping way, thereby facilitating the assembly operation of the utility model, meanwhile, the condition that concrete flows out at the joint can be prevented when concrete pouring is carried out.
The utility model discloses a use method: in-process at in-service use, after the reinforcing bar net is fixed, just can go on in the outside of reinforcing bar net the utility model discloses a concatenation has been operated, first-selected needs splice cap formwork 2, then splices vertical formwork 1 in cap formwork 2's upper end, when splicing vertical formwork 1, needs to fix vertical formwork 1 with the bolt, then splices cap formwork 2 through the mode of joint in vertical formwork 1's upper end again, then just can pour the operation.
The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (5)
1. The utility model provides an adjustable template of no roof beam cap post cap instrument formula, includes vertical template (1), its characterized in that: the utility model discloses a column cap template, including vertical template (1), splicing groove (11), sealed recess (12), and splicing department fixedly connected with sealing strip (13) of the opposite side of vertical template (1), the side symmetry fixedly connected with connecting plate (14) of vertical template (1), and the mode fixedly connected with column cap template (2) of joint are all passed through at the both ends of vertical template (1), the top outside of column cap template (2) is provided with backup pad (22), backup pad (22) and column cap template (2) fixed connection, and the bottom of column cap template (2) is provided with connects fastener (21), connect fastener (21) and column cap template (2) fixed connection.
2. The tool-type adjustable formwork for the cap of the flat slab floor according to claim 1, wherein the connecting fastener (21) is configured to be an L-shaped structure, and the connecting fastener (21) and the L-shaped splicing groove (11) are matched with each other.
3. The tool-type adjustable formwork for the cap of the flat slab floor according to claim 2, wherein the connecting plate (14) is provided with screw holes (141) in a penetrating manner, and the screw holes (141) are distributed at equal intervals.
4. The modular adjustable formwork of claim 3, wherein said sealing groove (12) and said sealing strip (13) are adapted to each other.
5. The tool-type adjustable formwork for the cap of the flat slab floor according to claim 4, wherein the vertical formwork (1) is fixed by bolts when being spliced.
Priority Applications (1)
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CN201921464360.1U CN211257816U (en) | 2019-09-05 | 2019-09-05 | Beam-free floor column cap tool type adjustable template |
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CN201921464360.1U CN211257816U (en) | 2019-09-05 | 2019-09-05 | Beam-free floor column cap tool type adjustable template |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113338614A (en) * | 2021-06-07 | 2021-09-03 | 湖北全洲扬子江建设工程有限公司 | Adjustable template structure for column caps of beamless floor |
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2019
- 2019-09-05 CN CN201921464360.1U patent/CN211257816U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113338614A (en) * | 2021-06-07 | 2021-09-03 | 湖北全洲扬子江建设工程有限公司 | Adjustable template structure for column caps of beamless floor |
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