CN217461468U - Concrete frame post template reinforced structure - Google Patents
Concrete frame post template reinforced structure Download PDFInfo
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- CN217461468U CN217461468U CN202221247306.3U CN202221247306U CN217461468U CN 217461468 U CN217461468 U CN 217461468U CN 202221247306 U CN202221247306 U CN 202221247306U CN 217461468 U CN217461468 U CN 217461468U
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- 229910000617 Mangalloy Inorganic materials 0.000 claims abstract description 39
- 230000002787 reinforcement Effects 0.000 claims abstract description 27
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 19
- 239000010959 steel Substances 0.000 claims abstract description 19
- 238000010079 rubber tapping Methods 0.000 claims abstract description 7
- 230000003014 reinforcing effect Effects 0.000 claims description 18
- 238000004880 explosion Methods 0.000 claims description 14
- 238000009415 formwork Methods 0.000 claims description 12
- 239000011324 bead Substances 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 238000004513 sizing Methods 0.000 description 1
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Abstract
The utility model relates to a concrete frame post template reinforced structure, this concrete frame post template reinforced structure includes four templates, the staple bolt reinforcement is installed in the template outside, the staple bolt reinforcement includes four regularization manganese steel column hoops that the ending meets, every regularization manganese steel column hoop all includes integrated into one piece's straight column hoop and curved column hoop, the regulation hole has been seted up on the straight column hoop, the regulation hole interpolation is equipped with the fastening bolt, both ends on the four templates lateral surface all are provided with two explosion-proof square timbers, be provided with the reinforcement angle steel on the adjacent side of two adjacent explosion-proof square timbers on arbitrary two adjacent templates, it is fixed through self-tapping screw between angle steel and the explosion-proof square timbers to consolidate. The utility model discloses a concrete frame post template reinforced structure is when using, through the staple bolt reinforcement with explosion-proof square timber top tightly in the template, thereby explosion-proof square timber links together through consolidating the angle steel simultaneously and forms complete angle bead, fastens the post external corner, prevents the occurence of failure of exploding the mould.
Description
Technical Field
The utility model relates to a concrete placement technical field, specific is a concrete frame post template reinforced structure.
Background
In the traditional construction of the external corner template of the concrete frame column, the external corner template is not tightly blocked, so that accidents such as slurry leakage of external corner concrete and the like can occur.
The prior art still has the following problems when pouring concrete on a template at an external corner:
1. usually, a pull screw rod lock steel pipe is additionally arranged at the position of an external corner template for reinforcement or is reinforced by adopting an inclined strut mode, but the method has larger material consumption, when the section size of a frame column is larger, the risk of mold expansion is often generated easily, the quality problems of concrete frame column external corner slurry leakage and the like are caused, the appearance effect of concrete is influenced, the repair is troublesome, and the maintenance cost is increased;
2. when the pull screw rod lock steel pipe is adopted for reinforcement, the template is easily damaged, the reuse rate of the template is reduced, and the construction cost is increased;
3. the template at the external corner position is difficult to reinforce, and accidents such as mold explosion and the like are easy to happen.
SUMMERY OF THE UTILITY MODEL
To the above situation, for overcoming prior art's defect, the utility model provides a concrete frame post template reinforced structure has effectively solved external corner position department template reinforcement difficulty, the technical problem of easy mould explosion.
A concrete frame column template reinforcing structure comprises a plurality of templates and is characterized in that the templates are provided with four templates, the four templates enclose a space for pouring a concrete frame column, a hoop reinforcing member is arranged on the outer side of each template and comprises four shaped manganese steel column hoops connected end to end, each shaped manganese steel column hoop comprises a straight column hoop and a bent column hoop which are integrally formed, a plurality of adjusting holes are formed in one end, away from the bent column hoop, of each straight column hoop, fastening bolts used for relatively fixing the two adjacent shaped manganese steel column hoops are inserted into the adjusting holes, two anti-explosion square bars are arranged at two ends of the outer side faces of the four templates, the corresponding anti-explosion square bars are tightly propped against the templates by the shaped manganese steel column hoops, a reinforcement is arranged on one side face of the two adjacent anti-explosion square bars on any two adjacent templates, and two side faces of the reinforcement angle steel are tightly clung to the two anti-explosion square bars, and the reinforcing angle steel and the explosion-proof square timber are fixed through self-tapping screws.
The beneficial effects of the above technical scheme are: the utility model discloses a concrete frame post template reinforced structure is when using, at first with the template fixation in settlement position department, even four templates enclose into one and are used for pouring the space of concrete frame post, then the explosion-proof square timber of both ends fixed mounting at every template, this moment, a side-mounting reinforcement angle steel that two adjacent explosion-proof square timber are close on two adjacent templates, simultaneously will consolidate two faces of angle steel and two explosion-proof square timber links together that correspond respectively through self tapping screw, with four regularization manganese steel column hoops end to end this moment, the straight column hoop that is about to a regularization manganese steel column hoop inserts in the curved column hoop of another regularization manganese steel column hoop, then slip regularization manganese steel column hoop makes the staple bolt reinforcement can tightly push up explosion-proof square timber on the template. The utility model discloses a concrete frame post template reinforced structure is when using, tightly on the template in explosion-proof square timber top through the staple bolt reinforcement, link together two explosion-proof square timber of external corner department through consolidating the angle steel simultaneously, and with external corner department template gap shutoff, prevent that the concrete from flowing along two adjacent template gaps, reduce occurences such as exploding the mould, avoid trompil in the template simultaneously, the rate of reuse of template has been improved, the operation process is simple, easy going, the material saving, and construction speed is fast, can reach the purpose of stopping concrete column external corner hourglass thick liquid with lower cost, make the whole outward appearance of concrete effectual, the work progress risk factor is few, safe construction has reliable assurance.
Preferably, a plurality of fixed-distance square timbers are arranged between the two anti-explosion square timbers on each template at intervals.
Has the advantages that: the stress area on the template is increased, the accident of the expansion die is prevented, and the improvement is realized.
Preferably, a plurality of pairs of positioning plates are arranged on the inner side surface of each shaped manganese steel column hoop, each pair of positioning plates on each shaped manganese steel column hoop is arranged in one-to-one correspondence with the fixed-distance square timber on the corresponding template, each pair of positioning plates clamps the corresponding fixed-distance square timber, and the shaped manganese steel column hoop tightly supports the corresponding fixed-distance square timber on the template.
Has the advantages that: the stability of distance square timber when tight template in top is improved, the tight effect in top of distance square timber to the template is increased to reduce the emergence of accidents such as mould that rises.
Preferably, the hoop reinforcement is provided with a plurality of groups, and the hoop reinforcements of each group are arranged at intervals along the vertical direction.
Has the advantages that: guarantee the stability of distance square timber in the use, prevent that distance square timber from taking place crooked in vertical direction, guarantee that the template can receive the extrusion force of distance square timber uniformly, improve the template and prevent the performance that rises and touch.
Preferably, the adjusting holes are provided in two rows, and the two rows of adjusting holes are arranged in a staggered manner.
Has the advantages that: two rows of regulation holes staggered arrangement for the staple bolt reinforcement is when the preparation, and two adjacent regularization manganese steel column hoops can be connected in optional position department, improve the scope that the staple bolt reinforcement is suitable for the template size, make the staple bolt reinforcement can be applicable to the required template size of not unidimensional concrete frame post.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of the construction of the present invention;
fig. 3 is the schematic diagram of the shaped manganese steel column hoop structure of the utility model.
Reference numerals: 1-template; 2-concrete frame columns; 3-anchor ear reinforcement; 4-forming the manganese steel column hoop; 5-straight column hoop; 6-bending the column hoop; 7-a regulating hole; 8-fastening a bolt; 9-explosion-proof square timber; 10-reinforcing angle steel; 11-self-tapping screw; 12-fixed-distance square timber; 13-positioning plate.
Detailed Description
The foregoing and other technical matters, features and effects of the present invention will be apparent from the following detailed description of the embodiments, which is to be read in connection with the accompanying drawings of fig. 1 to 3. The structural contents mentioned in the following embodiments are all referred to the attached drawings of the specification.
Exemplary embodiments of the present invention will be described below with reference to the accompanying drawings.
An embodiment, the utility model relates to a concrete frame post template reinforced structure uses when mainly being used for concrete placement, and the purpose takes place to rise when preventing concrete placement accidents such as mould, exploding, improves the rate of utilization of template simultaneously. The utility model discloses a concrete frame post template reinforced structure includes four templates 1, and every template 1 is the thick template 1 of 15 mm. The four templates 1 are used for enclosing a space for pouring the concrete frame column 2, and the hoop reinforcement 3 and the anti-explosion square timber 9 are installed on the outer side of each template 1.
Staple bolt reinforcement 3 includes four end to end's regularization manganese steel column hoop 4, and every regularization manganese steel column hoop 4 all includes integrated into one piece's straight column hoop 5 and curved column hoop 6, and curved column hoop 6 is a U type structure, and straight column hoop 5 just in time can peg graft in U type curved column hoop 6. A plurality of adjusting holes 7 are formed in one end, far away from the bent column hoop 6, of the straight column hoop 5, and fastening bolts 8 used for fixing the two adjacent shaped manganese steel column hoops 4 relatively are inserted into the adjusting holes 7.
The anti-explosion square timbers 9 are provided with eight and two anti-explosion square timbers 9 are arranged at two ends of the outer side surface of each template 1, reinforcing angle steel 10 is arranged on one side surface, close to the two adjacent anti-explosion square timbers 9, of any two adjacent templates 1, the reinforcing angle steel 10 is tightly attached to the two corresponding anti-explosion square timbers 9, and the reinforcing angle steel 10 and the anti-explosion square timbers 9 are fixedly connected together through self-tapping screws 11.
When the concrete pouring formwork is used specifically, firstly, four formworks 1 are fixed on the ground at set positions, namely, the four formworks 1 enclose a space for pouring a concrete frame column 2, then the explosion-proof square timbers 9 are fixedly installed at two ends of each formwork 1, then reinforcing angle steel 10 is installed on one side surface, close to the two adjacent explosion-proof square timbers 9, of the two adjacent formworks 1, meanwhile, two surfaces of the reinforcing angle steel 10 are respectively connected with the corresponding explosion-proof square timbers 9 through self-tapping screws 11, at the moment, four shaped manganese steel column hoops 4 are connected end to end, namely, a straight column hoop 5 of one shaped manganese steel column hoop 4 is inserted into a bent column hoop 6 of the other shaped manganese steel column hoop 4, then the shaped manganese steel column hoop 4 is slid to enable the explosion-proof square timbers 9 to be tightly propped against the formwork 1, and at the concrete can be poured after the inspection and acceptance are passed.
In the second embodiment, a plurality of distance square timbers 12 are arranged between two explosion-proof square timbers 9 on each template 1 at intervals, and the distance square timbers 12 are the same as the explosion-proof square timbers 9 in size.
The fixed-distance square timber 12 and the explosion-proof square timber 9 are both made of square timber with the thickness of 40mm x 80 mm.
During the specific use, at first according to the required quantity of distance square timber 12 on every template 1 of interval determination that calculates, then after accomplishing explosion-proof square timber 9 installation, with every template 1 required distance square timber 12 interval fixed mounting on the regularization manganese steel column hoop 4 that corresponds, connect two piece adjacent regularization manganese steel column hoops 4 this moment, again on another regularization manganese steel column hoop 4 fixed mounting distance square timber 12, make staple bolt reinforcement 3 push up distance square timber 12 and explosion-proof square timber 9 and push up corresponding template 1 tightly at last.
In the third embodiment, a plurality of pairs of positioning plates 13 are fixedly mounted on the inner side surface of each regularized manganese steel column hoop 4, the paired positioning plates 13 on each regularized manganese steel column hoop 4 correspond to the distance square timbers 12 on the corresponding template 1 one by one, gaps between each pair of positioning plates 13 are matched with the distance square timbers 12, and the distance square timbers 12 are fixedly mounted between the corresponding paired positioning plates 13 on the regularized manganese steel column hoop 4, so that the corresponding distance square timbers 12 of the regularized manganese steel column hoop 4 are tightly propped against the corresponding template.
Fourth, staple bolt reinforcement 3 is provided with the multiunit, and each group's staple bolt reinforcement 3 is along upper and lower direction interval arrangement.
During the concrete use, highly select the staple bolt reinforcement 3 of suitable quantity according to the concrete frame post 2 that needs pour, then after the installation of explosion-proof square timber 9 is accomplished, install distance square timber 12 between the locating plate 13 on the regularization manganese steel column hoop 4 that corresponds about in each group of staple bolt reinforcement 3 again, take place the slope in vertical direction when preventing that distance square timber 12 from installing, lead to template 1 atress inhomogeneous, cause accident such as mould that rises easily.
In the fifth embodiment, two rows of adjusting holes 7 are formed in each sizing manganese steel column hoop 4, and the two rows of adjusting holes 7 are arranged in a staggered manner.
The foregoing is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, a plurality of modifications and variations can be made without departing from the technical principle of the present invention, and these modifications and variations should also be considered as the protection scope of the present invention.
Claims (5)
1. A concrete frame column template reinforcing structure comprises a plurality of templates (1) and is characterized in that the templates (1) are provided with four templates, the four templates (1) enclose a space for pouring a concrete frame column (2), a hoop reinforcing member (3) is installed on the outer side of each template (1), the hoop reinforcing member (3) comprises four end-to-end shaped manganese steel column hoops (4), each shaped manganese steel column hoop (4) comprises an integrally formed straight column hoop (5) and a bent column hoop (6), one end, far away from the bent column hoop (6), of each straight column hoop (5) is provided with a plurality of adjusting holes (7), fastening bolts (8) used for fixing two adjacent shaped manganese steel column hoops (4) relatively are inserted into the adjusting holes (7), two ends of each of the four templates (1) are provided with two square timbers (9), and the corresponding explosion-proof square timbers (9) are tightly pressed against the corresponding explosion-proof templates (1) by the shaped manganese steel column hoops (4), the reinforcing angle steel (10) is arranged on one side face, close to two adjacent explosion-proof square timbers (9), of any two adjacent templates (1), two side faces of the reinforcing angle steel (10) are tightly attached to the two explosion-proof square timbers (9), and the reinforcing angle steel (10) and the explosion-proof square timbers (9) are fixed through self-tapping screws (11).
2. A concrete frame column formwork reinforcing structure according to claim 1, characterized in that a plurality of spaced apart square timber beams (12) are further provided between two anti-explosion square timber beams (9) on each formwork (1).
3. The concrete frame column formwork reinforcing structure according to claim 2, wherein a plurality of pairs of positioning plates (13) are arranged on the inner side surface of each shaped manganese steel column hoop (4), each pair of positioning plates (13) on each shaped manganese steel column hoop (4) is arranged in one-to-one correspondence with the distance square timber (12) on the corresponding formwork (1), each pair of positioning plates (13) clamps the corresponding distance square timber (12), and the shaped manganese steel column hoop (4) tightly supports the corresponding distance square timber (12) on the formwork (1).
4. A concrete frame column form reinforcing structure, according to claim 3, characterized in that said hoop reinforcement (3) is provided in a plurality of sets, each set of hoop reinforcement (3) being arranged at intervals in the up-down direction.
5. A concrete frame column formwork reinforcing structure according to any one of claims 1-4, characterized in that the adjusting holes (7) are opened in two rows, and the two rows of adjusting holes (7) are arranged in a staggered manner.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221247306.3U CN217461468U (en) | 2022-05-24 | 2022-05-24 | Concrete frame post template reinforced structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221247306.3U CN217461468U (en) | 2022-05-24 | 2022-05-24 | Concrete frame post template reinforced structure |
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| Publication Number | Publication Date |
|---|---|
| CN217461468U true CN217461468U (en) | 2022-09-20 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202221247306.3U Active CN217461468U (en) | 2022-05-24 | 2022-05-24 | Concrete frame post template reinforced structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116025151A (en) * | 2022-12-21 | 2023-04-28 | 宁波建工工程集团有限公司 | Clamping die device, clamping die assembly and assembly method of clamping die assembly |
| CN118601310A (en) * | 2024-04-18 | 2024-09-06 | 上海宝冶集团有限公司 | Secondary reinforcement method for the bottom formwork of large-volume frame columns cast in one go |
-
2022
- 2022-05-24 CN CN202221247306.3U patent/CN217461468U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116025151A (en) * | 2022-12-21 | 2023-04-28 | 宁波建工工程集团有限公司 | Clamping die device, clamping die assembly and assembly method of clamping die assembly |
| CN118601310A (en) * | 2024-04-18 | 2024-09-06 | 上海宝冶集团有限公司 | Secondary reinforcement method for the bottom formwork of large-volume frame columns cast in one go |
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