CN209990136U - Special-shaped column template reinforced structure - Google Patents
Special-shaped column template reinforced structure Download PDFInfo
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- CN209990136U CN209990136U CN201920682159.4U CN201920682159U CN209990136U CN 209990136 U CN209990136 U CN 209990136U CN 201920682159 U CN201920682159 U CN 201920682159U CN 209990136 U CN209990136 U CN 209990136U
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Abstract
The utility model discloses a profile shapes post template reinforced structure. The reinforcing structure comprises a plurality of vertical moulds, a plurality of back ridges, a plurality of square compensators and a fixing component for fixing the vertical moulds, the back ridges and the square compensators together, wherein the vertical moulds, the back ridges and the square compensators are vertically arranged; on a certain section vertical to the length direction of the special-shaped column pouring area, the square compensator, the special-shaped column pouring area and the plurality of vertical molds form a rectangle together; the plurality of square compensators are arranged at intervals from bottom to top. The utility model discloses a reinforced structure is simple, economy, is tried out through the site operation, and is respond well, is worth promoting.
Description
Technical Field
The utility model relates to a deformed column template reinforced structure belongs to the construction field.
Background
At present, there are special-shaped column reinforcing problems, measures for square and square internal and external corners, ingenious reinforcing of internal corners, and application of construction technology and technology of special-shaped columns, for example, chinese utility model patent publication No. CN204920210U discloses a special-shaped column reinforcing a template by using a batten reinforcing method, however, this patent CN204920210U has the following disadvantages:
1) the patent does not refer to the dimension length, the fixing method and the material selection of the filling batten, if the whole batten is adopted for filling the irregular column, if the vacant part of the irregular column is large and the shape and the size are uncertain, the used batten must be large batten, the material selection is difficult and the processing is difficult.
2) If a plurality of battens with the length of 50 multiplied by 70mm are used for filling the filling square, a gap is inevitably formed between two adjacent battens, the template deformation is easy to occur during concrete pouring, the concrete is expanded, and the purpose of controlling the appearance quality of the concrete cannot be achieved. In addition, if a single long batten patch of 50 x 70mm is used, the patch is formed by stacking a plurality of battens, is disorderly and has no fixed structural shape, is not easy to fix, and is inconvenient for construction operation.
3) The batten used for the patent supplement is not convenient for using waste short battens and cannot utilize waste wood.
4) The patent vertical mould is enclosed into a rectangular area, and battens for the compensation of the square compensator are in a pouring area, so that the whole gap area of the special-shaped column must be filled up from bottom to top.
In the prior art, no report is found that a square wooden box with higher rigidity is manufactured by adopting waste battens, templates and the like to reinforce a special-shaped column.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a deformed column template reinforced structure, this reinforced structure is simple, economy, is tried out through the site operation, and is respond well, is worth promoting.
In order to realize the purpose, the utility model discloses the technical scheme who adopts is:
the utility model provides a profile column template reinforced structure which structural feature is, includes:
the vertical moulds are vertically arranged and surround to form a special-shaped column pouring area;
a plurality of back ridges which are vertically fixed at the outer side of the vertical mold,
a plurality of compensators which are arranged at the notches outside the profiled pole pouring area and fixed on the outer side wall of the vertical mould, an
The fixing component is used for fixing the vertical mold, the back edge and the square compensator together;
on a certain section vertical to the length direction of the special-shaped column pouring area, the square compensator, the special-shaped column pouring area and the plurality of vertical molds form a rectangle together;
the plurality of square compensators are arranged at intervals from bottom to top.
Therefore, the utility model discloses a rectangle is mended into with anomalous profile column to the compensator, has solved profile column template and has consolidated difficulty, the difficult problem of inboard concrete quality control, will abandon flitch, template material repeated multiple use simultaneously, reduces the cutting of reinforced material (like steel pipe, template, flitch), has played changing waste into valuables, has reduced cost and has increased effect.
According to the utility model discloses an embodiment, can also be right the utility model discloses do further optimization, following for optimizing the technical scheme who forms afterwards:
preferably, each of the complements includes an upper template, a lower template, and a batten connecting the upper and lower templates. In order to save materials, realize local materials and achieve the purpose of strengthening the rigidity of the vertical mold, the upper template and the lower template are connected through a wood frame formed by fixing a plurality of battens to form a box-type structure.
In order to conveniently and repeatedly utilize the square compensator, the square compensator is detachably fixed on the outer side wall of the vertical die through a fastener.
According to the preferred embodiment of the present invention, the fixing assemblies are divided into a plurality of groups from bottom to top, each group of fixing assemblies comprises two groups of steel pipes arranged transversely and two groups of counter-pulling screws arranged perpendicular to the steel pipes; the two groups of opposite-pulling screw rods are oppositely connected to the two groups of steel pipes in a pulling way.
The distance between the two adjacent groups of fixing components is 400-500 mm.
In order to balance between material saving and stiffness reinforcement, the applicant has found through a large number of tests that the distance between two adjacent upper and lower squarers is preferably 200mm to 300 mm.
Compare with patent CN204920210U, the beneficial effects of the utility model are that:
1) the utility model discloses a fixed model is makeed into to the compensator, is convenient for collect after the form removal and classifies, but reuse.
2) The utility model discloses a square repairing device is the strong cuboid wooden box (box) structure of rigidity, and intensity rigidity is big, reaches the purpose of control concrete appearance quality easily.
3) The utility model discloses the square supplement is a fixed model, and is easy to fix, can fix on the outer wall of founding the mould according to needs through the fastener in advance, the construction operation of being convenient for.
4) The utility model discloses the fixed knot that the square supplement ware adopted old and useless flitch template, formed according to the shape preparation of profile column constructs, has simple manufacture, construction convenient operation, old and useless utilization, green, reduce cost's characteristics.
5) The utility model is suitable for a template reinforcement system of difficulty is consolidated to frame shear structure deformed bar reentrant corner utilizes square supplement ware and template reinforcement system to form an effectual, the strong whole of rigidity.
6) What CN 204920210U's upright mould enclosed is a rectangle region, and the setting of benefit side flitch is in pouring the region, and consequently the flitch must fill out the whole breach district of profile shape post from bottom to top, and the utility model discloses an upright mould encloses is a dysmorphism region, and the setting of benefit side ware is outside pouring the region, and the breach district of whole profile shape post need not be filled up to the benefit side ware, only need the interval set up can satisfy the purpose that template rigidity is strengthened to the material has been practiced thrift.
Drawings
FIG. 1 is a schematic diagram of the structure of an embodiment of the present invention;
fig. 2 is a schematic structural diagram of the squarer of fig. 1.
In the figure
1-vertical mold, 2-back edge, 3-square compensator, 4-steel tube, 5-split screw, 6-special-shaped column, 31-upper template; 32-flitch; 33-lower template.
Detailed Description
The present invention will be described in detail below with reference to the accompanying drawings in conjunction with embodiments. It should be noted that, in the present invention, the embodiments and features of the embodiments may be combined with each other without conflict. For convenience of description, the words "upper", "lower", "left" and "right" in the following description are used only to indicate the correspondence between the upper, lower, left and right directions of the drawings themselves, and do not limit the structure.
A special-shaped column formwork reinforcing structure is shown in figure 2 and comprises a plurality of vertical formworks 1, a plurality of back ridges 2, a plurality of square compensators 3 and a plurality of groups of fixing assemblies for fixing the vertical formworks 1, the back ridges 2 and the square compensators 3 together. Two adjacent back ridges 2 are arranged at intervals. A plurality of vertical moulds 1 surround to form a special-shaped column 6 pouring area, the back edges 2 are vertically fixed on the outer side of the vertical moulds 1 and used for enhancing the rigidity of the vertical moulds 1, and a plurality of square compensators 3 are arranged at gaps on the outer side of the special-shaped column 6 pouring area at intervals from bottom to top. On a certain section perpendicular to the length direction of the pouring area of the special-shaped column 6, the squarer 3, the pouring area of the special-shaped column 6 and a plurality of vertical dies 1 form a rectangle together.
The square compensator 3 is detachably fixed on the outer side wall of the vertical mold 1 through a fastener. As shown in fig. 2, each of the complements 3 includes an upper template 31, a lower template 33, and a short batten 32 connecting the upper template 31 and the lower template 33. The upper template 31 and the lower template 33 are connected through a wood frame formed by fixing four short battens 32 to form a box-shaped structure.
As shown in fig. 1, the fixing assemblies are divided into a plurality of groups from bottom to top, each group of fixing assemblies comprises two groups of steel pipes 4 which are transversely arranged and two groups of counter-pulling screws 5 which are perpendicular to the steel pipes 4; two groups of opposite-pulling screw rods 5 are oppositely connected on the two groups of steel pipes 4 in a pulling way. The square compensator 3 is used for compensating the special-shaped column 6 into a standard square column, so that the supporting effect of the vacant interior of the special-shaped column 6 is achieved; the steel pipe 4 is used for reinforcing the vertical mold 1. The opposite-pulling screw 5 is used for connecting and fixing the vertical dies 1 on the two sides and the steel pipe 4.
The two side vertical dies 1 are connected through the split screws 5, the distance between two adjacent groups of the split screws 5 is 400-500mm, the outer side of each vertical die 1 is provided with the back edge 2 to increase the rigidity of the vertical die, the cross section of each back edge 2 is 50 multiplied by 70mm, the template is reinforced by the steel pipe 4, the type of the steel pipe 4 is 3.0cm multiplied by 48.3cm (the diameter of the steel pipe is preferably 48.3cm according to the technical safety specification of the fastener type scaffold for building construction JGJ 130-2011), the cross section of the back edge 2 is 50mm multiplied by 70mm, the glued vertical die 1 with the thickness of 2cm is adopted as the vertical die, the split screws 5 are manufactured by Ø 12 round steel, the split screws 5 are used for connecting and fixing two pairs of side templates and the steel pipe 4, and the square compensator 3 is used for compensating the special-shaped column 6.
In the aforementioned reinforcement structure for the special-shaped column template, the distance between the steel pipe 4 and the counter-pulling screw 5 for further reinforcing the opposite side template is 400-500mm, and the distance can be specifically determined according to the size of the cross section of the special-shaped column.
Preferably, the squaring compensator 3 is not limited to a square structure (cuboid), and the squaring compensator 3 can be made according to the shape of the special-shaped column 6, so that the purpose of squaring the special-shaped column for reinforcing is achieved.
In addition, as shown in fig. 2, the square compensator 3 includes an upper and a lower two templates fixed on a rectangular frame to form a rectangular structure, and the rectangular frame is formed by splicing four battens 32. The upper and lower templates can be set according to the actual length (width or width) of the two wings of the special-shaped column 6, as shown in fig. 1, before the special-shaped column template is reinforced, the size of the square compensator 3 is calculated according to the size of the section of the special-shaped column 6, and then the square compensator 3 is manufactured.
As shown in fig. 1, the reinforcement process of the profiled pole 6 formwork is as follows:
1. firstly, the vertical mould of the special-shaped column 6 is installed, and the inner side formworks of two wings of the special-shaped column 6 are also installed. When the square compensator 3 is manufactured, two upper and lower templates with the size determined according to the actual length of two wings of the special-shaped column 6 are fixed on a rectangular frame formed by splicing four battens 32.
2. Then the square compensators 3 are fixed on the outer sides of the inner formworks of the two wings of the special-shaped column 6, the square compensators 3 can be fixed on the formworks by iron nails, and the distance between the upper square compensators 3 and the lower square compensators 3 is 200mm-300 mm.
3. And then installing a steel pipe 4 hoop, connecting the steel pipes 4 in different directions by using a split screw 5, and simultaneously padding a back ridge 2 between the vertical mould 1 and the steel pipe 4, and in addition, installing a template on the outer side of the square compensator 3 and then padding the back ridge 2. Of course, the back ridge 2 can be directly installed without installing a template.
4. And finally, installing opposite-pulling screw rods 5, oppositely pulling the opposite-pulling screw rods 5 on the two opposite sides of the steel pipe 4, wherein the distance is 400-500mm, and the distance can be determined according to the size of the section of the column.
The above-mentioned embodiments are illustrative and should not be construed as limiting the scope of the invention, which is defined by the appended claims, and all modifications of the equivalent forms of the present invention which are obvious to those skilled in the art after reading the present invention.
Claims (7)
1. The utility model provides a profile shapes post template reinforced structure which characterized in that: the method comprises the following steps:
the vertical post is characterized by comprising a plurality of vertical dies (1) which are vertically arranged, wherein the vertical dies (1) surround to form a special-shaped column (6) pouring area;
a plurality of back edges (2), the back edges (2) are vertically fixed at the outer side of the vertical mold (1),
a plurality of compensators (3) which are arranged at the notches outside the pouring area of the special-shaped column (6) and fixed on the outer side wall of the vertical mold (1), an
The fixing component is used for fixing the vertical die (1), the back edge (2) and the square compensator (3) together;
on a certain section vertical to the length direction of a special-shaped column (6) pouring area, the squaring compensator (3), the special-shaped column (6) pouring area and a plurality of vertical dies (1) form a rectangle together;
the plurality of square compensators (3) are arranged at intervals from bottom to top.
2. A profiled pole template reinforcement structure according to claim 1, characterized in that each compensator (3) comprises an upper template (31), a lower template (33) and a batten (32) connecting the upper template (31) and the lower template (33).
3. A profiled pole formwork reinforcing structure according to claim 2, characterized in that the upper formwork (31) and the lower formwork (33) are connected by a plurality of battens (32) to form a box-shaped structure.
4. A profiled pole formwork reinforcement structure according to claim 1, characterized in that the edger (3) is detachably fixed to the outer side wall of the vertical mould (1) by means of fasteners.
5. A profiled pole formwork reinforcing structure according to any one of claims 1 to 4, characterized in that the fixing assemblies are divided into a plurality of groups from bottom to top, each group of fixing assemblies comprising two groups of steel pipes (4) arranged transversely and two groups of counter-pulling screws (5) arranged perpendicularly to the steel pipes (4); the two groups of opposite-pulling screw rods (5) are oppositely connected to the two groups of steel pipes (4).
6. A profiled pole formwork reinforcing structure as claimed in any one of claims 1 to 4, wherein the spacing between two adjacent sets of securing members is 400-500 mm.
7. A profiled pole formwork reinforcing structure according to any one of claims 1 to 4, characterized in that the distance between two adjacent upper and lower squarers (3) is 200mm to 300 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920682159.4U CN209990136U (en) | 2019-05-14 | 2019-05-14 | Special-shaped column template reinforced structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920682159.4U CN209990136U (en) | 2019-05-14 | 2019-05-14 | Special-shaped column template reinforced structure |
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| Publication Number | Publication Date |
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| CN209990136U true CN209990136U (en) | 2020-01-24 |
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| CN201920682159.4U Active CN209990136U (en) | 2019-05-14 | 2019-05-14 | Special-shaped column template reinforced structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116290742A (en) * | 2023-03-31 | 2023-06-23 | 中建三局第一建设工程有限责任公司 | Polygonal column template system and construction method thereof |
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2019
- 2019-05-14 CN CN201920682159.4U patent/CN209990136U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116290742A (en) * | 2023-03-31 | 2023-06-23 | 中建三局第一建设工程有限责任公司 | Polygonal column template system and construction method thereof |
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