CN216616858U - Square column template system of consolidating - Google Patents
Square column template system of consolidating Download PDFInfo
- Publication number
- CN216616858U CN216616858U CN202123137860.4U CN202123137860U CN216616858U CN 216616858 U CN216616858 U CN 216616858U CN 202123137860 U CN202123137860 U CN 202123137860U CN 216616858 U CN216616858 U CN 216616858U
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- adjustable
- steel back
- square column
- positioning
- steel
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 34
- 239000010959 steel Substances 0.000 claims abstract description 34
- 230000002787 reinforcement Effects 0.000 claims abstract description 27
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 23
- 239000011120 plywood Substances 0.000 claims abstract description 16
- 239000002023 wood Substances 0.000 claims abstract description 16
- 241000357293 Leptobrama muelleri Species 0.000 claims description 7
- 238000009415 formwork Methods 0.000 claims description 7
- 238000009434 installation Methods 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 5
- 239000002002 slurry Substances 0.000 abstract description 3
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 6
- 230000007306 turnover Effects 0.000 description 5
- 239000000463 material Substances 0.000 description 3
- 239000004567 concrete Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
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Abstract
The utility model discloses a square column template reinforcing system which comprises column hoops, four positioning pins, steel-wood keels and plywood. The beneficial effects of the utility model are: the adjustable I-steel back-mounted corrugated board fixing device comprises a positioning groove, a clamping part and a plurality of adjustable I-steel back-mounted corrugated boards, wherein the positioning groove is used for installing a positioning pin and is arranged at one end of each adjustable I-steel back-mounted corrugated board, the clamping part is used for clamping the adjacent adjustable I-steel back-mounted corrugated boards, and the adjustable I-steel back-mounted corrugated boards are mutually clamped and fixed through the positioning pins to form a square column hoop reinforcing system. During reinforcement, square column templates of different sizes can be reinforced by clamping the positioning pins and different positioning grooves, so that the reinforcement construction steps are reduced; according to the utility model, the positioning pin is used for positioning, the positioning size is accurate, the column hoop can be conveniently adjusted during reinforcement, when the column hoop needs to be corrected and reinforced again, all parts do not need to be dismounted for reinforcement again, and the sponge strips are fixedly arranged on the inner external corners of the plywood, so that slurry leakage is avoided, and the structure forming is facilitated.
Description
Technical Field
The utility model relates to a reinforcing assembly, in particular to a square column template reinforcing system, and belongs to the technical field of square column template reinforcement in modern building construction projects.
Background
The cast-in-place reinforced concrete frame structure is adopted by more and more public buildings due to excellent bearing and anti-seismic performance, the space separation is flexible, the cast-in-place reinforced concrete frame structure can be matched with the buildings in a plurality of ways to carry out plane arrangement, and the frame columns are used as main vertical bearing components, so that the pouring forming quality is particularly important.
But there are some problems in current square column template reinforcing system when using:
1) most of the existing square column template reinforcing systems adopt a mode of split bolt perforation split and double steel pipe reinforcement, and multiple procedures such as bolt positioning, electric drill drilling, PVC pipe perforation, bolt perforation, double steel pipe split reinforcement and the like are required, so that the procedures are complicated, and the work efficiency is low;
2) the reinforcing mode of the existing square column template reinforcing system is not easy to adjust, when the condition of re-correction and reinforcement is met, all parts need to be dismantled and the reinforcement needs to be carried out again, the efficiency is low, and the later-stage template removal is troublesome;
3) the conventional square column reinforcing component is difficult to ensure that the tightness degree of each step is consistent due to the reinforcement of the harness cord screw, so that concrete is easy to leak grout and explode a mold;
4) the conventional square column reinforcing component has the disadvantages that the number of times of template turnover is small due to the fact that a hole needs to be formed in the template by a harness cord screw;
5) the existing square column reinforcing component uses a plurality of types of materials, so that the construction steps of the reinforcing process are long in time consumption, and the square column reinforcing component is not suitable for projects requiring high turnover and high efficiency;
6) the existing square column reinforcing component is large in material quantity, a reinforcing nut on a harness cord screw is small in size, and large material loss exists in the turnover process.
SUMMERY OF THE UTILITY MODEL
The present invention is directed to solving the above problems and providing a square column formwork reinforcement system.
The utility model realizes the purpose through the following technical scheme: a square column template reinforcement system includes: the column hoop is formed by splicing four adjustable I-steel back corrugated plates and four positioning pins end to end and is distributed on the outer side of the frame column template;
the steel-wood keels are uniformly arranged and vertically arranged on the inner side of the column hoop;
the plywood is arranged on one side, far away from the column hoop, of the steel-wood keel.
As a still further scheme of the utility model: be provided with on the adjustable I-steel back stupefied board and be used for the installation the constant head tank of locating pin, the other end of adjustable I-steel back stupefied board is provided with and is used for the joint adjacent the card portion of holding of adjustable I-steel back stupefied board body is with through the polylith adjustable I-steel back stupefied board mutual joint passes through the fixed square column hoop structure that forms of locating pin.
As a still further scheme of the utility model: the distance value of the clamping grooves of the clamping part is larger than the plate thickness value of the adjustable I-shaped steel back corrugated plate.
As a still further scheme of the utility model: the section of the positioning pin is in a conical shape with a large upper end and a small lower end.
As a still further scheme of the utility model: the setting distance h of the steel-wood keel is less than or equal to 200 mm.
As a still further scheme of the utility model: sponge strips are fixedly arranged on the inner side external corner walls of the plywood.
The utility model has the beneficial effects that:
1) according to the utility model, the positioning groove for installing the positioning pin is arranged at one end of the adjustable I-steel back corrugated plate, the clamping part for clamping the adjacent adjustable I-steel back corrugated plate is arranged at the other end of the adjustable I-steel back corrugated plate, the plurality of adjustable I-steel back corrugated plates are mutually clamped and fixed through the positioning pin to form the square column hoop structure, and during reinforcement, two steps of reinforcement of the square column template can be completed through clamping between the positioning pin and the positioning groove, so that the reinforcement construction steps are reduced;
2) the utility model is convenient to adjust the column hoop during reinforcement by positioning the positioning pin, and does not need to remove all parts for reinforcement again when the situation of recalibration and reinforcement is met;
3) the degree of tightness of each step can be ensured to be consistent through the matching action between the positioning pin and the positioning groove, so that concrete is not easy to run and explode;
4) the square column hoop structure is formed by mutually clamping a plurality of adjustable I-shaped steel back corrugated plates and fixing the adjustable I-shaped steel back corrugated plates through the positioning pins, so that holes can be prevented from being formed in the template, and the turnover frequency of the template is ensured;
5) the square column can be reinforced only through the matching action between the positioning pin and the adjustable I-shaped steel back corrugated plate, the steps are few, the time consumption is short, and the method is suitable for projects requiring high turnover and high efficiency;
6) the sponge strip is fixedly arranged on the inner side external corner wall of the plywood to block the joint of the plywood, so that the condition of slurry leakage is avoided, and the structure forming effect is facilitated.
Drawings
FIG. 1 is a schematic front view of a connection structure of a reinforcement assembly according to the present invention;
FIG. 2 is a schematic top view of the connection structure of the reinforcement assembly of the present invention;
FIG. 3 is a schematic structural diagram of an I-steel back edge of the utility model.
In the figure: 1. the adjustable I-shaped steel back corrugated board comprises an adjustable I-shaped steel back corrugated board 2, a plywood 3, a steel-wood keel 4, a positioning groove 5, a positioning pin 6, a clamping part 7 and a sponge strip.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Example one
Referring to fig. 1 to 3, a square column form reinforcing system includes
The column hoop is formed by splicing four adjustable I-steel back corrugated plates 1 and four positioning pins 5 end to end and is distributed on the outer side of the frame column template;
a plurality of steel-wood keels 3 are uniformly arranged and vertically arranged on the inner side of the column hoop;
and the plywood 2 is arranged on one side of the steel-wood keel 3 far away from the column hoop.
In the embodiment of the utility model, the adjustable I-steel back corrugated board 1 is provided with the positioning groove 4 for installing the positioning pin 5, the other end of the adjustable I-steel back corrugated board 1 is provided with the clamping part 6 for clamping the adjacent adjustable I-steel back corrugated board 1, so that a square column hoop structure is formed by mutually clamping a plurality of adjustable I-steel back corrugated boards 1 and fixing the adjustable I-steel back corrugated boards through the positioning pin 5, and during reinforcement, the column hoop can reinforce the square column template through clamping between the positioning pin 5 and different positioning grooves 4.
In the embodiment of the utility model, the distance value between the clamping grooves of the clamping part 6 is larger than the plate thickness value of the I-steel back edge 1, so that two adjacent adjustable I-steel back edge plates 1 can be conveniently inserted, and the assembly efficiency is improved.
In the embodiment of the utility model, the arrangement distance h of the steel-wood keel 3 is less than or equal to 200mm, so that the pressure resistance of the whole reinforced assembly is improved conveniently.
Example two
Referring to fig. 1 to 3, a square column form reinforcing system includes
The column hoops are formed by splicing four adjustable I-steel back corrugated plates 1 and positioning pins 5 end to end, are provided in plurality, and are distributed on the outer sides of the frame column templates;
a plurality of steel-wood keels 3 are uniformly arranged and vertically arranged on the inner side of the column hoop;
and the plywood 2 is arranged on one side of the steel-wood keel 3 far away from the column hoop.
In the embodiment of the utility model, the section of the positioning pin 5 is in a conical shape with a large upper end and a small lower end, so that the deeper the insertion depth of the positioning pin 5 is, the firmer the reinforcement of the frame column template is, and meanwhile, the positioning function of the positioning pin 5 provides convenience for the adjustment of the column hoop in the later period.
In the embodiment of the utility model, the sponge strips 7 are fixedly arranged on the inner side walls of the plywood 2 to plug the joints of the plywood, so that the condition of slurry leakage is avoided, and the structure forming effect is facilitated.
The working principle is as follows: when the frame column formwork reinforcing component is used, firstly, the plywood 2 is assembled according to the construction requirement, then the steel-wood keel 3 is arranged on the outer side of the plywood 2, and the steel-wood keel 3 is arranged according to the interval h less than or equal to 200mm, then the adjustable I-steel back-corrugated board 1 is inserted end to end and the outer edge of the tail end of the I-steel back-corrugated board 1 is ensured to be tightly attached to the bottom of the clamping part 12, the inner edge is tightly attached to the steel-wood keel 3, the column hoops are installed from top to bottom, each column hoop is fixed by adopting a positioning pin 2 after being installed, so that the column hoop structure is installed, the reinforcing component abandons the traditional reinforcing mode of bolt perforation opposite pulling matching double steel pipe frame column templates at two sides, adopts the assembled column hoop layered sleeve mold for reinforcing, reduces the reinforcing construction procedures, has firm and safe use, convenient assembly and disassembly and high work efficiency, meanwhile, the sponge strips 7 are fixedly arranged on the inner side external corner walls of the plywood 2, so that the structure forming is facilitated.
It will be evident to those skilled in the art that the utility model is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied in other specific forms without departing from the spirit or essential attributes thereof. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the utility model being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (6)
1. A square column template reinforcing system is characterized by comprising
The column hoop is formed by splicing four adjustable I-steel back corrugated plates (1) and four positioning pins (5) end to end and is distributed on the outer side of the frame column template;
a plurality of steel-wood keels (3) are uniformly arranged and vertically arranged on the inner side of the column hoop;
the plywood (2) is arranged on one side, far away from the column hoop, of the steel-wood keel (3).
2. The square column formwork reinforcement system according to claim 1, wherein: be provided with on adjustable I-steel back stupefied board (1) and be used for the installation constant head tank (4) of locating pin (5), the other end of adjustable I-steel back stupefied board (1) is provided with and is used for the joint adjacent card portion of holding (6) of adjustable I-steel back stupefied board (1) plate body is with through the polylith adjustable I-steel back stupefied board (1) mutual joint passes through locating pin (5) are fixed to form square column hoop structure.
3. The square column formwork reinforcement system according to claim 2, wherein: the distance value of the clamping grooves of the clamping part (6) is larger than the plate thickness value of the adjustable I-shaped steel back corrugated plate (1).
4. The square column formwork reinforcement system according to claim 1, wherein: the section of the positioning pin (5) is in a conical shape with a large upper end and a small lower end.
5. The square column formwork reinforcement system according to claim 1, wherein: the setting distance h of the steel-wood keel (3) is less than or equal to 200 mm.
6. The square column formwork reinforcement system according to claim 1, wherein: sponge strips (7) are fixedly arranged on the inner side external corner walls of the plywood (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123137860.4U CN216616858U (en) | 2021-12-14 | 2021-12-14 | Square column template system of consolidating |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123137860.4U CN216616858U (en) | 2021-12-14 | 2021-12-14 | Square column template system of consolidating |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216616858U true CN216616858U (en) | 2022-05-27 |
Family
ID=81703634
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202123137860.4U Active CN216616858U (en) | 2021-12-14 | 2021-12-14 | Square column template system of consolidating |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216616858U (en) |
-
2021
- 2021-12-14 CN CN202123137860.4U patent/CN216616858U/en active Active
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