CN212957628U - Template reinforced structure of concrete frame post - Google Patents
Template reinforced structure of concrete frame post Download PDFInfo
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- CN212957628U CN212957628U CN202021498054.2U CN202021498054U CN212957628U CN 212957628 U CN212957628 U CN 212957628U CN 202021498054 U CN202021498054 U CN 202021498054U CN 212957628 U CN212957628 U CN 212957628U
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Abstract
The utility model provides a template reinforcing structure of concrete frame column, which comprises four shaped steel template plates, a groove, a transverse reinforcing beam, a longitudinal reinforcing beam, a corner anti-seepage reinforcing frame structure, an upper L-shaped reinforcing frame, a lower L-shaped reinforcing frame, a template anti-deformation reinforcing frame structure, a vertical connecting frame, a transverse connecting frame, connecting bolts and fixing holes; the groove is formed in the left side of the inside of the sizing steel die template; the transverse reinforcing beam is arranged on the inner side of the groove and welded with the left side of the inside of the sizing steel die template. The utility model discloses square frame's setting is favorable to the contained angle department of two mutually perpendicular's design steel form boards of fixed, makes it can set up perpendicularly, prevents that the contained angle between two design steel form boards is less than or is greater than ninety degrees when fixed to design steel form board, and the quality is pour in the influence.
Description
Technical Field
The utility model belongs to the technical field of the construction, especially, relate to a template reinforced structure of concrete frame post.
Background
The building industry in China has gradually become more refined through the traditional extensive management, in order to adapt to the change of the market, the requirements of various enterprises on the engineering quality are higher and higher, the apparent quality of the main engineering construction is more concerned greatly, and the construction quality becomes the control key point of each enterprise as the key of the control of the apparent quality of the main engineering, namely the template engineering.
But the template reinforced structure of current concrete frame post still exists can not remove the contained angle of design steel mould and consolidate, design steel mould long-time back can produce the deformation influence concrete pour the quality and the concrete of the easy gap department from the design steel mould outside flow lead to the problem of producing obvious parting line.
Therefore, it is necessary to develop a formwork reinforcing structure for a concrete frame column.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problem, the utility model provides a template reinforced structure of concrete frame post to the template reinforced structure who solves current concrete frame post can not remove the contained angle of setting the steel mould and consolidate, can produce after the setting steel mould is long-time to warp the concrete that influences the pouring quality of concrete and result in producing the problem of obvious parting line from the gap department of setting the steel mould outside flowing easily. A template reinforcing structure of a concrete frame column comprises four shaped steel template plates, a groove, transverse reinforcing beams, longitudinal reinforcing beams, corner anti-seepage reinforcing frame structures, an upper L-shaped reinforcing frame, a lower L-shaped reinforcing frame, template anti-deformation reinforcing frame structures, vertical connecting frames, transverse connecting frames, connecting bolts and fixing holes; the groove is formed in the left side of the inside of the sizing steel die template; the transverse reinforcing beam is arranged on the inner side of the groove and is welded with the left side inside the shaped steel die template; the longitudinal reinforcing beam is welded at the joint of the shaped steel die template and the transverse reinforcing beam; the corner anti-seepage reinforcing frame structures are respectively arranged at the end parts of the shaped steel die templates; the upper L-shaped reinforcing frame is respectively arranged at the outer sides of the left shaping steel die template and the upper shaping steel die template; the lower L-shaped reinforcing frame is respectively arranged at the outer sides of the lower shaping steel die template and the right shaping steel die template; the template anti-deformation reinforcing frame structures are respectively arranged on the inner sides of the upper L-shaped reinforcing frame and the lower L-shaped reinforcing frame; the vertical connecting frame is sleeved on the lower part of the left side of the upper L-shaped reinforcing frame and the upper part of the right side of the lower L-shaped reinforcing frame; the transverse connecting frame is respectively sleeved on the upper part of the right side of the upper L-shaped reinforcing frame and the lower part of the left side of the lower L-shaped reinforcing frame; the connecting bolt penetrates through the transverse connecting frame and the vertical connecting frame respectively and is in threaded connection with the fixing hole; the fixing holes are respectively formed in the lower left part and the upper right part of the upper L-shaped reinforcing frame and the lower left part and the upper right part of the lower L-shaped reinforcing frame; the corner anti-seepage reinforcing frame structure comprises a square frame, a left connecting frame, a right connecting frame, threaded holes, clamping bolts and an anti-slip pad, wherein the left connecting frame of the left connecting frame is welded on the left side of the square frame; the right connecting frame is welded at the lower part of the square frame; the threaded holes are respectively formed in the upper part of the inner side of the left connecting frame and the right side of the inner part of the right connecting frame; the clamping bolt is in threaded connection with the inner side of the threaded hole; the anti-skid pad is welded on one side, close to the square frame, of the clamping bolt.
Preferably, the template deformation-preventing reinforcing frame structure comprises a threaded pipe, a triangular reinforcing plate, an adjusting rod, a jacking plate, a through hole and a rotating rod, wherein the triangular reinforcing plate is welded at the upper part and the lower part of the right side of the threaded pipe respectively; the adjusting rod is in threaded connection with the inner side of the threaded pipe; the tightening plate is welded on the left side of the adjusting rod; the through hole is vertically formed in the right side inside the adjusting rod; the rotating rod is inserted into the inner side of the through hole.
Preferably, a sealing gasket is arranged at the joint of the square frame and the shaped steel die template.
Preferably, the square frame is respectively arranged at the connecting part of the shaping steel die template and the shaping steel die template.
Preferably, the non-slip mat is respectively arranged at the left side and the right side of the inner part of the groove.
Preferably, the plurality of threaded pipes are welded to the inner sides of the upper L-shaped reinforcing frame and the lower L-shaped reinforcing frame respectively.
Preferably, the triangular reinforcing plates are welded at the joint of the threaded pipe and the upper L-shaped reinforcing frame and at the joint of the threaded pipe and the lower L-shaped reinforcing frame, respectively.
Preferably, one side of the tightening plate, which is far away from the adjusting rod, is in contact with the sizing steel die plate and is arranged at the interval between the transverse reinforcing beam and the longitudinal reinforcing beam.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the utility model discloses in, square frame's setting, be favorable to the contained angle department of two mutually perpendicular's design steel form boards of fixed, make it can set up perpendicularly, prevent when fixed to design steel form board, contained angle between two design steel form boards is less than or is greater than ninety degrees, influences and pours the quality.
2. The utility model discloses in, the setting of clamping bolt and slipmat be favorable to fixing square frame and design steel form board, prevent that design steel form board from taking place to incline when pouring, the accident appears when leading to pouring.
3. The utility model discloses in, sealed setting up of filling up, be favorable to preventing that the concrete from flowing out from the gap between two design steel form boards to the edges and corners department that makes concrete frame post produces comparatively obvious parting line.
4. The utility model discloses in, the setting of adjusting pole and the tight board in top, be favorable to not using horizontal back up beam and vertical back up beam to design steel form template and consolidate with the place that the back was consolidated, prevent that design steel form template from using the back for a long time, not taken place to warp by the place of consolidating to the quality is pour in the influence.
5. The utility model discloses in, last L type consolidate the frame and the setting of lower L type reinforcement frame, be favorable to carrying out the whole reinforcement to the shape position that four design steel form boards are constituteed, prevent when pouring because the design steel form board leads to mutually perpendicular's design steel form board's junction to split by the pressure of concrete, the process is pour in the influence.
6. The utility model discloses in, perpendicular connection frame, transverse connection frame, connecting bolt and fixed orifices's setting, be favorable to L type reinforcement frame and the interval between the lower L type reinforcement frame on the regulation of minizone, make it can fix the design steel form template that differs a little, and then perfect the service function of this equipment.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a schematic structural view of the corner anti-seepage reinforcing frame structure of the present invention.
Fig. 3 is a schematic structural view of the anti-deformation reinforcing frame structure of the template of the present invention.
In the figure:
1. shaping the steel mould plate; 2. a groove; 3. transversely reinforcing the beam; 4. a longitudinal reinforcing beam; 5. a corner anti-seepage reinforcing frame structure; 51. a square frame; 511. a gasket; 52. a left side connecting frame; 53. a right connecting frame; 54. a threaded hole; 55. clamping the bolt; 56. a non-slip mat; 6. an upper L-shaped reinforcing frame; 7. a lower L-shaped reinforcing frame; 8. the template is prevented deforming and is strengthened the shelf structure; 81. a threaded pipe; 82. a triangular reinforcing plate; 83. adjusting a rod; 84. a jacking plate; 85. a through hole; 86. rotating the rod; 9. a vertical connection frame; 10. a transverse connection frame; 11. a connecting bolt; 12. and (7) fixing holes.
Detailed Description
The invention is further described below with reference to the accompanying drawings:
example (b):
as shown in fig. 1 and 2, the formwork reinforcing structure for a concrete frame column comprises four shaped steel formwork plates 1, a groove 2, a transverse reinforcing beam 3, a longitudinal reinforcing beam 4, a corner anti-seepage reinforcing frame structure 5, an upper L-shaped reinforcing frame 6, a lower L-shaped reinforcing frame 7, a formwork anti-deformation reinforcing frame structure 8, a vertical connecting frame 9, a transverse connecting frame 10, a connecting bolt 11 and a fixing hole 12; the groove 2 is formed in the left side of the inside of the shaped steel die template 1; the transverse reinforcing beam 3 is arranged on the inner side of the groove 2 and is welded with the left side of the interior of the shaped steel die template 1; the longitudinal reinforcing beam 4 is welded at the joint of the shaped steel die template 1 and the transverse reinforcing beam 3; the corner anti-seepage reinforcing frame structures 5 are respectively arranged at the end parts of the shaped steel die template 1; the upper L-shaped reinforcing frame 6 is respectively arranged at the outer sides of the left shaping steel die template 1 and the upper shaping steel die template 1; the lower L-shaped reinforcing frame 7 is respectively arranged at the outer sides of the lower shaping steel die template 1 and the right shaping steel die template 1; the template anti-deformation reinforcing frame structures 8 are respectively arranged on the inner sides of the upper L-shaped reinforcing frame 6 and the lower L-shaped reinforcing frame 7; the vertical connecting frame 9 is sleeved on the lower part of the left side of the upper L-shaped reinforcing frame 6 and the upper part of the right side of the lower L-shaped reinforcing frame 7; the transverse connecting frame 10 is respectively sleeved on the upper part of the right side of the upper L-shaped reinforcing frame 6 and the lower part of the left side of the lower L-shaped reinforcing frame 7; the connecting bolt 11 respectively penetrates through the transverse connecting frame 10 and the vertical connecting frame 9 to be in threaded connection with the fixing hole 12; the fixing holes 12 are respectively formed in the lower left part and the upper right part of the upper L-shaped reinforcing frame 6 and the lower left part and the upper right part of the lower L-shaped reinforcing frame 7; the corner anti-seepage reinforcing frame structure 5 comprises a square frame 51, a left connecting frame 52, a right connecting frame 53, threaded holes 54, clamping bolts 55 and a non-slip mat 56, wherein the left connecting frame 52 and the left connecting frame 52 are welded on the left side of the square frame 51; the right connecting frame 53 is welded at the lower part of the square frame 51; the threaded holes 54 are respectively arranged at the upper part of the inner side of the left connecting frame 52 and the right side of the inner part of the right connecting frame 53; the clamping bolt 55 is in threaded connection with the inner side of the threaded hole 54; the anti-skid pad 56 is welded on one side of the clamping bolt 55 close to the square frame 51; the clamping bolt 55 is rotated, the clamping bolt 55 moves in the inner side of the threaded hole 54, the anti-slip pad 56 is closed to the square frame 51, the edge position of the end part of the shaped steel die plate 1 is tightly attached to the edge position of the square frame 51 through the anti-slip pad 56, the included angle of the two vertically arranged shaped steel die plates 1 is fixed firmly, meanwhile, the square frame 51 can also prevent concrete from flowing out from the inner side of the square frame 51, and therefore an obvious parting line is formed.
As shown in fig. 3, in the above embodiment, specifically, the template deformation-preventing reinforcing frame structure 8 includes a threaded pipe 81, a triangular reinforcing plate 82, an adjusting rod 83, a tightening plate 84, a through hole 85 and a rotating rod 86, and the triangular reinforcing plate 82 is welded to the upper and lower portions of the right side of the threaded pipe 81; the adjusting rod 83 is in threaded connection with the inner side of the threaded pipe 81; the tightening plate 84 is welded on the left side of the adjusting rod 83; the through hole 85 is vertically formed in the right side inside the adjusting rod 83; the rotating rod 86 is inserted into the inner side of the through hole 85; the staff holds rotary rod 86 by hand, rotates adjusting rod 83, makes adjusting rod 83 move in the inboard of screwed pipe 81, through the tight board 84 of top and the contact of design steel form 1, prevents to take place to warp after the long-time use of design steel form 1, influences the quality of the concrete column of pouring.
In the above embodiment, specifically, the joint between the square frame 51 and the shaped steel form 1 is provided with a sealing gasket 511.
In the above embodiment, specifically, the square frame 51 is respectively disposed at the connection position of the shaped steel form 1 and the shaped steel form 1.
In the above embodiment, specifically, the anti-slip pads 56 are respectively disposed on the left and right sides inside the groove 2.
In the above embodiment, specifically, a plurality of threaded pipes 81 are provided, and the threaded pipes 81 are welded to the inner sides of the upper L-shaped reinforcing frame 6 and the lower L-shaped reinforcing frame 7, respectively.
In the above embodiment, specifically, the triangular reinforcing plates 82 are welded at the joints of the threaded pipes 81 and the upper L-shaped reinforcing frames 6 and at the joints of the threaded pipes 81 and the lower L-shaped reinforcing frames 7, respectively.
In the above embodiment, specifically, the side of the tightening plate 84 away from the adjusting rod 83 is in contact with the shaped steel form 1 and is disposed at the interval between the transverse reinforcing beam 3 and the longitudinal reinforcing beam 4.
Principle of operation
In the utility model, when in use, four shaped steel die plates 1 with the same specification are taken to form a square, then a square frame 51 is respectively placed at the included angle between the two shaped steel die plates 1 to ensure that the four shaped steel die plates 1 are mutually vertical, then a clamping bolt 55 is rotated, the clamping bolt 55 pushes an anti-skid pad 56 to approach the square frame 51, the edge position of the shaped steel die plates 1 is clamped through the extrusion between the anti-skid pad 56 and the square frame 51 to pre-position the four shaped steel die plates 1, then an upper L-shaped reinforcing frame 6 and a lower L-shaped reinforcing frame 7 are respectively placed at the outer sides of the shaped steel die plates 1 to ensure that the inner sides of the upper L-shaped reinforcing frame 6 and the lower L-shaped reinforcing frame 7 are tightly attached to the outer sides of the shaped steel die plates 1, then a vertical connecting frame 9 and a transverse connecting frame 10 are respectively sleeved at the two ends of the upper L-shaped reinforcing frame 6 and the lower L-shaped reinforcing frame 7, the bolt holes in the vertical connecting frame 9 and the transverse connecting frame 10 are aligned with the fixing holes 12 in the upper L-shaped reinforcing frame 6 and the lower L-shaped reinforcing frame 7 respectively, the connecting bolts 11 penetrate through the vertical connecting frame 9 and the transverse connecting frame 10 to be in threaded connection with the fixing holes 12 respectively, the upper L-shaped reinforcing frame 6 is firmly fixed to the lower L-shaped reinforcing frame 7, a worker holds the rotating rod 86 to rotate the adjusting rod 83, the adjusting rod 83 pushes the jacking plate 84 to approach to the inner side of the shaping steel die plate 1 until the jacking plate 84 is in contact with the shaping steel die plate 1, the jacking plate 84 is located at the interval between the transverse reinforcing beam 3 and the longitudinal reinforcing beam 4, the unreinforced part of the shaping steel die plate 1 is reinforced, and the unreinforced part of the shaping steel die plate 1 is prevented from deforming after long-time use, and the subsequent pouring quality is influenced.
Utilize technical scheme, or technical personnel in the field are in the utility model discloses under technical scheme's the inspiration, design similar technical scheme, and reach above-mentioned technological effect, all fall into the utility model discloses a protection scope.
Claims (8)
1. The template reinforcing structure of the concrete frame column is characterized by comprising four sizing steel template plates (1), a groove (2), a transverse reinforcing beam (3), a longitudinal reinforcing beam (4), a corner anti-seepage reinforcing frame structure (5), an upper L-shaped reinforcing frame (6), a lower L-shaped reinforcing frame (7), a template anti-deformation reinforcing frame structure (8), a vertical connecting frame (9), a transverse connecting frame (10), connecting bolts (11) and fixing holes (12), wherein the number of the sizing steel template plates (1) is four; the groove (2) is formed in the left side of the interior of the shaped steel die template (1); the transverse reinforcing beam (3) is arranged on the inner side of the groove (2) and is welded with the left side of the interior of the shaped steel die template (1); the longitudinal reinforcing beam (4) is welded at the joint of the shaped steel die template (1) and the transverse reinforcing beam (3); the corner anti-seepage reinforcing frame structures (5) are respectively arranged at the end parts of the shaped steel die template (1); the upper L-shaped reinforcing frame (6) is respectively arranged at the outer sides of the left shaping steel die template (1) and the upper shaping steel die template (1); the lower L-shaped reinforcing frame (7) is respectively arranged on the outer sides of the lower shaping steel die template (1) and the right shaping steel die template (1); the template anti-deformation reinforcing frame structures (8) are respectively arranged on the inner sides of the upper L-shaped reinforcing frame (6) and the lower L-shaped reinforcing frame (7); the vertical connecting frame (9) is sleeved on the lower part of the left side of the upper L-shaped reinforcing frame (6) and the upper part of the right side of the lower L-shaped reinforcing frame (7); the transverse connecting frame (10) is respectively sleeved on the upper part of the right side of the upper L-shaped reinforcing frame (6) and the lower part of the left side of the lower L-shaped reinforcing frame (7); the connecting bolt (11) penetrates through the transverse connecting frame (10) and the vertical connecting frame (9) respectively and is in threaded connection with the fixing hole (12); the fixing holes (12) are respectively formed in the lower left part and the upper right part of the upper L-shaped reinforcing frame (6) and the lower left part and the upper right part of the lower L-shaped reinforcing frame (7); the corner anti-seepage reinforcing frame structure (5) comprises a square frame (51), a left connecting frame (52), a right connecting frame (53), a threaded hole (54), a clamping bolt (55) and an anti-skid pad (56), wherein the left connecting frame (52) is welded on the left side of the square frame (51); the right connecting frame (53) is welded at the lower part of the square frame (51); the threaded holes (54) are respectively formed in the upper part of the inner side of the left connecting frame (52) and the right side of the inner part of the right connecting frame (53); the clamping bolt (55) is in threaded connection with the inner side of the threaded hole (54); the anti-skid pad (56) is welded on one side of the clamping bolt (55) close to the square frame (51).
2. The formwork reinforcing structure for a concrete frame column according to claim 1, wherein the formwork deformation-preventing reinforcing frame structure (8) comprises a threaded pipe (81), a triangular reinforcing plate (82), an adjusting rod (83), a tightening plate (84), a through hole (85) and a rotating rod (86), the triangular reinforcing plate (82) is welded to the upper and lower portions of the right side of the threaded pipe (81), respectively; the adjusting rod (83) is in threaded connection with the inner side of the threaded pipe (81); the tightening plate (84) is welded on the left side of the adjusting rod (83); the through hole (85) is vertically arranged on the right side inside the adjusting rod (83); the rotating rod (86) is inserted into the inner side of the through hole (85).
3. A formwork reinforcement structure for a concrete frame column according to claim 1, wherein a sealing gasket (511) is provided at a junction of the square frame (51) and the set steel formwork (1).
4. The formwork reinforcing structure of a concrete frame column according to claim 1, wherein the square frames (51) are respectively provided at the junctions of the set steel formwork (1) and the set steel formwork (1).
5. A formwork reinforcing structure for a concrete frame column according to claim 1, wherein the anti-slip mats (56) are respectively provided at the inner left and right sides of the groove (2).
6. The formwork reinforcing structure for a concrete frame column as recited in claim 2, wherein said screw pipe (81) is provided in plurality, and said screw pipe (81) is welded to the inner sides of the upper L-shaped reinforcing frame (6) and the lower L-shaped reinforcing frame (7), respectively.
7. The formwork reinforcement structure for a concrete frame column according to claim 2, wherein the triangular reinforcing plates (82) are welded to the joints of the threaded pipes (81) and the upper L-shaped reinforcing frames (6) and the joints of the threaded pipes (81) and the lower L-shaped reinforcing frames (7), respectively.
8. A formwork reinforcing structure for a concrete frame column according to claim 2, wherein the side of the tightening plate (84) remote from the adjusting bar (83) is in contact with the form steel formwork (1) and is disposed at a space between the transverse reinforcing beam (3) and the longitudinal reinforcing beam (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021498054.2U CN212957628U (en) | 2020-07-23 | 2020-07-23 | Template reinforced structure of concrete frame post |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021498054.2U CN212957628U (en) | 2020-07-23 | 2020-07-23 | Template reinforced structure of concrete frame post |
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| Publication Number | Publication Date |
|---|---|
| CN212957628U true CN212957628U (en) | 2021-04-13 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021498054.2U Expired - Fee Related CN212957628U (en) | 2020-07-23 | 2020-07-23 | Template reinforced structure of concrete frame post |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212957628U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113585090A (en) * | 2021-09-01 | 2021-11-02 | 江苏江海杭萧绿色建筑科技有限公司 | Support with assembled steel construction of easily dismantling |
| CN113818685A (en) * | 2021-09-26 | 2021-12-21 | 中国一冶集团有限公司 | Bottom die device and building template device with same |
| CN115467513A (en) * | 2022-09-15 | 2022-12-13 | 长春建工集团有限公司 | Concrete column formwork support tool |
-
2020
- 2020-07-23 CN CN202021498054.2U patent/CN212957628U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113585090A (en) * | 2021-09-01 | 2021-11-02 | 江苏江海杭萧绿色建筑科技有限公司 | Support with assembled steel construction of easily dismantling |
| CN113585090B (en) * | 2021-09-01 | 2023-01-13 | 江苏江海杭萧绿色建筑科技有限公司 | Support with assembled steel construction of easily dismantling |
| CN113818685A (en) * | 2021-09-26 | 2021-12-21 | 中国一冶集团有限公司 | Bottom die device and building template device with same |
| CN115467513A (en) * | 2022-09-15 | 2022-12-13 | 长春建工集团有限公司 | Concrete column formwork support tool |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210413 |
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| CF01 | Termination of patent right due to non-payment of annual fee |