CN211473383U - Independent supporting formwork device for post-cast strip of beam slab - Google Patents
Independent supporting formwork device for post-cast strip of beam slab Download PDFInfo
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- CN211473383U CN211473383U CN201922038809.4U CN201922038809U CN211473383U CN 211473383 U CN211473383 U CN 211473383U CN 201922038809 U CN201922038809 U CN 201922038809U CN 211473383 U CN211473383 U CN 211473383U
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Abstract
The utility model relates to a scaffold frame that building special section used, mould shell or template field specifically are a roof beam board post-cast strip independent stay formwork device. The utility model provides a roof beam board post-cast strip independent stay formwork device, includes end concrete (11) and beam form (21), characterized by: the post-cast strip construction area (12) is divided into two independent supporting areas (121) and a post-cast strip area (122), and the post-cast strip template (22) is supported on bottom concrete (11) of the post-cast strip construction area (4) through two beam template supporting devices (31) and one post-cast strip supporting device (32). The utility model discloses install and remove the convenience, the shaping high quality.
Description
Technical Field
The utility model relates to a scaffold frame that building special section used, mould shell or template field specifically are a roof beam board post-cast strip independent stay formwork device.
Background
The post-cast strip floor is a measure for reserving the post-cast strip which is needed because the continuous length of the frame floor slab member is overlong, and is a design technical measure for preventing concrete shrinkage and cracking caused by overlong concrete members. The casting belt before and after the current situation has the following problems:
1. the beam plates on the two sides of the post-cast strip are cast firstly, the beam plates are removed, and the post-cast strip support is adopted, so that the beam plates become cantilever members, the stress mode of the beam plates is changed, and the root parts of the beam plates are cracked; the post-cast strip support is reinforced again after being detached, and actually, the stress mode of the beam plate is changed at the moment of detaching the post-cast strip support, deformation is generated, and the re-reinforcement only plays a role in not continuously deforming;
2. the supporting points are reserved at the beam bottoms, the beam plates adopt secondary formwork support, and in the condition, because the contact between the formwork and the concrete surface is not tight, when concrete is poured in the post-cast strip, concrete grout is extruded along the gaps, and the new concrete at the joint of the new concrete and the old concrete is easy to protrude outwards and leak grout.
3. The post-cast strip template is not dismantled, and loose concrete on two sides and various sundries falling into the post-cast strip template in the future are difficult to remove, especially broken small ash slag, wood dust and the like, so that the removal is not thorough and the slag inclusion phenomenon occurs.
The problems are combined, the structural quality of the post-cast strip is influenced, and the appearance is not ideal.
SUMMERY OF THE UTILITY MODEL
In order to overcome prior art's defect, provide one kind and install and remove convenient, the high template support equipment for building of shaping quality, the utility model discloses a roof beam board post-cast strip independently supports formwork device.
The utility model discloses a following technical scheme reaches the invention purpose:
the utility model provides a roof beam board post-cast strip independent stay formwork device, includes end concrete and beam template, separates between the adjacent beam template and forms post-cast strip construction area, and the beam template supports on end concrete, characterized by through a plurality of beam template strutting arrangement: also comprises a post-cast strip template and a post-cast strip supporting device,
the post-cast strip construction area is divided into two independent supporting areas and a post-cast strip area, the two independent supporting areas are respectively arranged on two sides of the post-cast strip construction area, the post-cast strip area is arranged between the two independent supporting areas, the post-cast strip template is supported on bottom concrete of the post-cast strip construction area through two beam template supporting devices and one post-cast strip supporting device, and the post-cast strip template is flush with beam templates on two sides and is provided with gaps;
the beam mold supporting device comprises a supporting vertical pipe, an adjusting screw rod, a top base plate and a single-rod bottom base plate, the lower part of the adjusting screw rod is rotatably arranged at the top of the supporting vertical pipe through threaded connection, the top end of the adjusting screw rod is provided with the top base plate, and the bottom end of the supporting vertical pipe is provided with the single-rod bottom base plate;
the post-cast strip supporting device comprises at least three supporting vertical pipes, adjusting screws, a top base plate and a through long bottom base plate, wherein the top of each supporting vertical pipe is rotatably provided with one adjusting screw through threaded connection, the top end of each adjusting screw is provided with the top base plate, and the bottom end of each supporting vertical pipe is arranged on the through long bottom base plate;
when the beam formwork supporting devices support the beam formwork, each beam formwork supporting device is sequentially arranged between the bottom concrete and the beam formwork, the beam formwork supporting devices are supported on the bottom concrete through single-rod bottom base plates, and the beam formwork supporting devices prop against the beam formwork through top base plates;
when the post-cast strip template is supported by the beam template supporting device and the post-cast strip supporting device, the two beam template supporting devices are respectively arranged at two sides of the post-cast strip template, namely in independent supporting areas, the beam template supporting device is supported on bottom concrete through a single-rod bottom cushion plate, one post-cast strip supporting device is arranged in the middle of the post-cast strip template, namely at the post-cast strip area, the width of the post-cast strip supporting device is larger than that of the post-cast strip area, namely two supporting vertical pipes positioned at two sides in the post-cast strip supporting device are respectively arranged at the outer sides of the post-cast strip area, the post-cast strip supporting device is supported on the bottom concrete through a through long bottom cushion plate, and the beam template supporting device and the post-cast strip supporting device both support the post-cast strip template through respective top cushion plates;
the connecting horizontal pipe A is sequentially connected with the supporting vertical pipes on the same vertical plane, when in connection, the two ends of the connecting horizontal pipe A are respectively connected with the supporting vertical pipes of the two beam formwork supporting devices which are positioned outside the post-cast strip construction area and adjacent to the post-cast strip construction area through fasteners, the middle part of the connecting horizontal pipe A is sequentially connected with the supporting vertical pipes in the post-cast strip construction area through fasteners, the connecting horizontal pipe A on the same vertical plane is sequentially horizontally and averagely arranged along the vertical direction, and nodes of the connecting horizontal pipe A and the supporting vertical pipes on the same horizontal plane are sequentially connected through the connecting horizontal pipe B;
concrete is poured in the beam template and the post-cast strip template, and the concrete poured in the beam template and the post-cast strip template are mutually bonded into a whole.
The beam plate post-cast strip independent support formwork device is characterized in that: the post-cast strip template is sequentially provided with cleaning holes, each cleaning hole is respectively opposite to one supporting vertical pipe of the post-cast strip supporting device, the cleaning holes are covered by cover plates, and each cover plate is respectively supported by one supporting vertical pipe through a top base plate.
The use method of the beam plate post-cast strip independent support formwork device is characterized by comprising the following steps: the method is implemented in sequence according to the following steps:
firstly, formwork support: the post-cast strip construction area is divided into two independent supporting areas and a post-cast strip area, the two independent supporting areas are respectively arranged on two sides of the post-cast strip construction area, and the post-cast strip area is arranged between the two independent supporting areas;
supporting a beam template on bottom concrete through a plurality of beam template supporting devices, and supporting a post-cast strip template on the bottom concrete of a post-cast strip construction area through two beam template supporting devices and one post-cast strip supporting device, so that the post-cast strip template and the beam templates on two sides are flush and have gaps;
the beam mold supporting device comprises a supporting vertical pipe, an adjusting screw rod, a top base plate and a single-rod bottom base plate, the lower part of the adjusting screw rod is rotatably arranged at the top of the supporting vertical pipe through threaded connection, the top end of the adjusting screw rod is provided with the top base plate, and the bottom end of the supporting vertical pipe is provided with the single-rod bottom base plate;
the post-cast strip supporting device comprises at least three supporting vertical pipes, adjusting screws, a top base plate and a through long bottom base plate, wherein the top of each supporting vertical pipe is rotatably provided with one adjusting screw through threaded connection, the top end of each adjusting screw is provided with the top base plate, and the bottom end of each supporting vertical pipe is arranged on the through long bottom base plate;
when the beam formwork supporting devices are used for supporting the beam formwork, each beam formwork supporting device is sequentially arranged between bottom concrete and the beam formwork, the beam formwork supporting devices are supported on the bottom concrete through single-rod bottom base plates, and the beam formwork supporting devices prop against the beam formwork through top base plates;
when the post-cast strip template is supported by the beam template supporting device and the post-cast strip supporting device, the two beam template supporting devices are respectively arranged at two sides of the post-cast strip template, namely in independent supporting areas, the beam template supporting device is supported on bottom concrete through a single-rod bottom base plate, one post-cast strip supporting device is arranged in the middle of the post-cast strip template, namely at the post-cast strip area, the width of the post-cast strip supporting device is larger than that of the post-cast strip area, namely two supporting vertical pipes positioned at two sides in the post-cast strip supporting device are respectively arranged at the outer side of the post-cast strip area, so that the post-cast strip quality after the beam bottom is disassembled is guaranteed, the post-cast strip supporting device is supported on the bottom concrete through a full-length bottom base plate, and the beam template supporting device and the post-cast strip supporting device both support the post-cast;
connecting all the supporting vertical pipes on the same vertical plane in sequence by using a connecting horizontal pipe A, wherein during connection, the two ends of the connecting horizontal pipe A are respectively connected with the supporting vertical pipes of two beam formwork supporting devices which are positioned outside a post-cast strip construction area and are adjacent to the post-cast strip construction area by using fasteners, the middle part of the connecting horizontal pipe A is sequentially connected with all the supporting vertical pipes in the post-cast strip construction area by using fasteners, all the connecting horizontal pipe A on the same vertical plane are sequentially horizontally and averagely arranged along the vertical direction, and nodes of all the connecting horizontal pipe A and the supporting vertical pipes on the same horizontal plane are sequentially connected by using a connecting horizontal pipe B;
casting: pouring concrete in the beam template and the post-cast strip template, sequentially pouring from the beam template on one side of the post-cast strip construction area to the direction of the post-cast strip construction area until the independent supporting area on one side of the post-cast strip construction area is poured, sequentially pouring from the beam template on the other side of the post-cast strip construction area to the direction of the post-cast strip construction area until the independent supporting area on the other side of the post-cast strip construction area is poured, and then pouring the post-cast strip area to enable the concrete poured in the beam template and the post-cast strip template to be mutually bonded into a whole;
thirdly, removing the mold: and after the concrete is hardened and formed, removing the beam template, the post-cast strip template, the beam template supporting device and the post-cast strip supporting device.
The use method of the beam plate post-cast strip independent support formwork device is characterized by comprising the following steps: the method comprises the following steps that firstly, cleaning holes are sequentially formed in a post-cast strip template, each cleaning hole is respectively opposite to one supporting vertical pipe of a post-cast strip supporting device, the cleaning holes are covered by cover plates, and each cover plate is respectively supported by one supporting vertical pipe through a top base plate.
The utility model is simple in operation, general site worker just can ann tear used repeatedly open, and construction convenience has solved the quality hidden danger that brings after the casting area position formwork after the prior art, has guaranteed the construction quality of post-cast strip, has gained better benefit.
The utility model discloses following beneficial effect has:
1. compared with the traditional construction method, the forming quality of the post-cast strip is better after two ends of the post-cast strip are poured and demoulded, and the post-cast template is erected on more than two sides without quality defects such as slurry leakage, pitted surface and the like.
2. The installation and the disassembly are convenient, common erecting workers can operate the formwork erecting device, the formwork erecting device is used for erecting the formwork for molding once, only the independent formwork erecting region is required to be disconnected, the concrete on two sides of the post-cast strip is poured firstly, then the post-cast strip is poured according to the design requirement reaching time, and the economic loss caused by secondary formwork erecting is reduced.
3. The post-cast strip template is reserved with the cleaning holes, various sundries such as loose concrete chiseling and floating slurry on the two sides can be easily removed, the cleaning holes can be closed in time after cleaning is completed, and operation is simple.
Drawings
Fig. 1 is a schematic cross-sectional view of the present invention;
FIG. 2 is an enlarged view of a portion of area A of FIG. 1;
FIG. 3 is a schematic view of the post-cast strip form of the present invention with cleaning holes;
FIG. 4 is a cross-sectional view taken along line C-C of FIG. 3;
fig. 5 is a cross-sectional view in the direction D-D of the present invention.
Detailed Description
The invention is further illustrated by the following specific examples.
Example 1
A beam slab post-cast strip independent support formwork device comprises a bottom concrete 11, a beam template 21, a post-cast strip template 22 and a post-cast strip support device 32, and as shown in figures 1-5, the concrete structure is as follows:
the post-cast strip construction area 12 is formed by separating the adjacent beam templates 21, the post-cast strip construction area 12 is divided into two independent supporting areas 121 and a post-cast strip area 122, the two independent supporting areas 121 are respectively arranged at two sides of the post-cast strip construction area 12, the post-cast strip area 122 is arranged between the two independent supporting areas 121,
the beam template 21 is supported on the bottom concrete 11 through a plurality of beam template supporting devices 31, the post-cast strip template 22 is supported on the bottom concrete 11 of the post-cast strip construction area 4 through two beam template supporting devices 31 and one post-cast strip supporting device 32, and the post-cast strip template 22 is flush with the beam templates 21 at two sides and is provided with a gap shown as B in figure 2;
the beam mold supporting device 31 comprises a supporting vertical pipe 41, an adjusting screw rod 42, a top cushion plate 43 and a single-rod bottom cushion plate 44, wherein the lower part of the adjusting screw rod 42 is rotatably arranged at the top of the supporting vertical pipe 41 through threaded connection, the top end of the adjusting screw rod 42 is provided with the top cushion plate 43, and the bottom end of the supporting vertical pipe 41 is provided with the single-rod bottom cushion plate 44;
the post-cast strip supporting device 32 comprises supporting vertical pipes 41, adjusting screws 42, top cushion plates 43 and a through-long bottom cushion plate 45, wherein the number of the supporting vertical pipes 41 is at least three, the top of each supporting vertical pipe 41 is rotatably provided with one adjusting screw 42 through threaded connection, the top end of each adjusting screw 42 is provided with the top cushion plate 43, and the bottom end of each supporting vertical pipe 41 is arranged on the through-long bottom cushion plate 45;
when the beam formwork supporting device 31 supports the beam formwork 21, each beam formwork supporting device 31 is sequentially arranged between the bottom concrete 11 and the beam formwork 21, the beam formwork supporting device 31 is supported on the bottom concrete 11 through a single-rod bottom base plate 44, and the beam formwork supporting device 31 supports the beam formwork 21 through a top base plate 43;
when the beam mold supporting device 31 and the post-cast strip supporting device 32 support the post-cast strip template 22, the two beam mold supporting devices 31 are respectively arranged at two sides of the post-cast strip template 22, namely in the independent supporting areas 121, the beam mold supporting device 31 is supported on the bottom concrete 11 through the single-rod bottom base plate 44, one post-cast strip supporting device 32 is arranged at the middle part of the post-cast strip template 22, namely the post-cast strip area 122, the width of the post-cast strip supporting device 32 is larger than that of the post-cast strip area 122, namely two supporting vertical pipes 41 at two sides in the post-cast strip supporting device 32 are respectively arranged at the outer sides of the post-cast strip area 122, the post-cast strip supporting device 32 is supported on the bottom concrete 11 through the through long bottom base plate 45, and the beam mold supporting device 31 and the post-cast strip supporting device 32 both support the post-cast strip template 22 through the respective top base plates 43;
the connecting horizontal pipe A51 is sequentially connected with the supporting vertical pipes 41 on the same vertical plane, when in connection, the two ends of the connecting horizontal pipe A51 are respectively connected with the supporting vertical pipes 41 of the two beam mold supporting devices 31 which are positioned outside the post-cast strip construction area 12 and adjacent to the post-cast strip construction area 12 through fasteners, the middle part of the connecting horizontal pipe A51 is sequentially connected with the supporting vertical pipes 41 in the post-cast strip construction area 12 through fasteners, the connecting horizontal pipes A51 on the same vertical plane are sequentially and evenly arranged along the vertical direction, and the nodes of the connecting horizontal pipe A51 and the supporting vertical pipes 41 on the same horizontal plane are sequentially connected through the connecting horizontal pipe B52;
In the present embodiment, as shown in fig. 3 to 5: the post-cast strip template 22 is sequentially provided with cleaning holes, each cleaning hole is respectively opposite to one supporting vertical pipe 41 of the post-cast strip supporting device 32, the cleaning holes are covered by a cover plate 222, and each cover plate 222 is respectively supported by one supporting vertical pipe 41 through a top backing plate 43.
When the method is used, the steps are implemented in sequence as follows:
firstly, formwork support: the post-cast strip construction area 12 is formed by spacing the adjacent beam templates 21, the post-cast strip construction area 12 is divided into two independent supporting areas 121 and a post-cast strip area 122, the two independent supporting areas 121 are respectively arranged on two sides of the post-cast strip construction area 12, and the post-cast strip area 122 is arranged between the two independent supporting areas 121;
supporting the beam template 21 on the bottom concrete 11 through a plurality of beam template supporting devices 31, and supporting the post-cast strip template 22 on the bottom concrete 11 of the post-cast strip construction area 4 by using two beam template supporting devices 31 and one post-cast strip supporting device 32, so that the post-cast strip template 22 is flush with the beam templates 21 at two sides and a gap is reserved between the post-cast strip template and the beam templates 21 at two sides;
the beam mold supporting device 31 comprises a supporting vertical pipe 41, an adjusting screw rod 42, a top cushion plate 43 and a single-rod bottom cushion plate 44, wherein the lower part of the adjusting screw rod 42 is rotatably arranged at the top of the supporting vertical pipe 41 through threaded connection, the top end of the adjusting screw rod 42 is provided with the top cushion plate 43, and the bottom end of the supporting vertical pipe 41 is provided with the single-rod bottom cushion plate 44;
the post-cast strip supporting device 32 comprises supporting vertical pipes 41, adjusting screws 42, top cushion plates 43 and a through-long bottom cushion plate 45, wherein the number of the supporting vertical pipes 41 is at least three, the top of each supporting vertical pipe 41 is rotatably provided with one adjusting screw 42 through threaded connection, the top end of each adjusting screw 42 is provided with the top cushion plate 43, and the bottom end of each supporting vertical pipe 41 is arranged on the through-long bottom cushion plate 45;
when the beam formwork supporting devices 31 are used for supporting the beam formwork 21, the beam formwork supporting devices 31 are sequentially arranged between the bottom concrete 11 and the beam formwork 21, the beam formwork supporting devices 31 are supported on the bottom concrete 11 through single-rod bottom base plates 44, and the beam formwork supporting devices 31 support the beam formwork 21 through top base plates 43;
when the post-cast strip template 22 is supported by the beam template supporting device 31 and the post-cast strip supporting device 32, the two beam template supporting devices 31 are respectively arranged at two sides of the post-cast strip template 22, namely the independent supporting areas 121, the beam template supporting device 31 is supported on the bottom concrete 11 through the single-rod bottom base plate 44, one post-cast strip supporting device 32 is arranged at the middle part of the post-cast strip template 22, namely the post-cast strip area 122, the width of the post-cast strip supporting device 32 is larger than that of the post-cast strip area 122, namely two supporting vertical pipes 41 positioned at two sides in the post-cast strip supporting device 32 are respectively arranged at the outer sides of the post-cast strip area 122, so that the post-cast strip supporting device 32 is supported on the bottom concrete 11 through the long bottom base plate 45, and the beam template supporting device 31 and the post-cast strip supporting device 32 both support the post-cast strip template 22 through the respective top base plates 43;
the connecting horizontal pipes A51 are sequentially connected with the supporting vertical pipes 41 on the same vertical plane, when in connection, the two ends of the connecting horizontal pipes A51 are respectively connected with the supporting vertical pipes 41 of the two beam mold supporting devices 31 which are positioned outside the post-cast strip construction area 12 and adjacent to the post-cast strip construction area 12 through fasteners, the middle parts of the connecting horizontal pipes A51 are sequentially connected with the supporting vertical pipes 41 in the post-cast strip construction area 12 through fasteners, the connecting horizontal pipes A51 on the same vertical plane are sequentially and evenly arranged along the vertical direction, and the nodes of the connecting horizontal pipes A51 and the supporting vertical pipes 41 on the same horizontal plane are sequentially connected through the connecting horizontal pipes B52;
cleaning holes are sequentially formed in the post-cast strip template 22, each cleaning hole is respectively opposite to one supporting vertical pipe 41 of the post-cast strip supporting device 32, the cleaning holes are covered by cover plates 222, and each cover plate 222 is respectively supported by one supporting vertical pipe 41 through a top backing plate 43; when garbage is cleaned, the garbage falls into the beam, and only the garbage needs to be washed by the water pipe, and the cleaning hole is closed after the garbage is cleaned;
casting: pouring concrete 6 in the beam template 21 and the post-cast strip template 22, pouring sequentially from the beam template 21 on one side of the post-cast strip construction area 12 to the post-cast strip construction area 12 until the independent supporting area 121 on one side of the post-cast strip construction area 12 is poured, then pouring sequentially from the beam template 21 on the other side of the post-cast strip construction area 12 to the post-cast strip construction area 12 until the independent supporting area 121 on the other side of the post-cast strip construction area 12 is poured, and then pouring the post-cast strip area 122, so that the concrete 6 poured in the beam template 21 and the post-cast strip template 22 are bonded into a whole;
thirdly, removing the mold: and after the concrete 6 is hardened and formed, removing the beam template 21, the post-cast strip template 22, the beam template supporting device 31 and the post-cast strip supporting device 32.
Claims (2)
1. The utility model provides a roof beam board post-cast strip independent stay formwork device, includes end concrete (11) and beam form board (21), separates between adjacent beam form board (21) and forms post-cast strip construction area (12), and beam form board (21) support on end concrete (11) through a plurality of beam form strutting arrangement (31), characterized by: also comprises a post-cast strip template (22) and a post-cast strip supporting device (32),
the post-cast strip construction area (12) is divided into two independent supporting areas (121) and a post-cast strip area (122), the two independent supporting areas (121) are respectively arranged on two sides of the post-cast strip construction area (12), the post-cast strip area (122) is arranged between the two independent supporting areas (121), the post-cast strip template (22) is supported on bottom concrete (11) of the post-cast strip construction area (12) through two beam template supporting devices (31) and a post-cast strip supporting device (32), and the post-cast strip template (22) and beam templates (21) on two sides are flush and are provided with gaps;
the beam mold supporting device (31) comprises a supporting vertical pipe (41), an adjusting screw rod (42), a top cushion plate (43) and a single-rod bottom cushion plate (44), the lower part of the adjusting screw rod (42) is rotatably arranged at the top of the supporting vertical pipe (41) through threaded connection, the top end of the adjusting screw rod (42) is provided with the top cushion plate (43), and the bottom end of the supporting vertical pipe (41) is provided with the single-rod bottom cushion plate (44);
the post-cast strip supporting device (32) comprises at least three supporting vertical pipes (41), adjusting screws (42), top base plates (43) and a through long bottom base plate (45), the top of each supporting vertical pipe (41) is rotatably provided with one adjusting screw (42) through threaded connection, the top end of each adjusting screw (42) is provided with the top base plate (43), and the bottom end of each supporting vertical pipe (41) is arranged on the through long bottom base plate (45);
when the beam formwork supporting devices (31) support the beam formwork (21), the beam formwork supporting devices (31) are sequentially arranged between the bottom concrete (11) and the beam formwork (21), the beam formwork supporting devices (31) are supported on the bottom concrete (11) through single-rod bottom base plates (44), and the beam formwork supporting devices (31) support the beam formwork (21) through top base plates (43);
when the post-cast strip template (22) is supported by the beam template supporting device (31) and the post-cast strip supporting device (32), two beam mould supporting devices (31) are respectively arranged at two sides of the post-cast strip template (22), namely in the independent supporting area (121), the beam mould supporting devices (31) are supported on the bottom concrete (11) through a single-rod bottom base plate (44), one post-cast strip supporting device (32) is arranged at the middle part of the post-cast strip template (22), namely at the post-cast strip area (122), and the width of the post-cast strip supporting device (32) is larger than that of the post-cast strip area (122), two supporting vertical pipes (41) positioned on two sides in the post-cast strip supporting device (32) are respectively arranged on the outer side of the post-cast strip area (122), the post-cast strip supporting device (32) is supported on the bottom concrete (11) through a through long bottom base plate (45), and the beam mold supporting device (31) and the post-cast strip supporting device (32) both support the post-cast strip mold plate (22) through respective top base plates (43);
the connecting horizontal pipe A (51) is sequentially connected with all the supporting vertical pipes (41) on the same vertical plane, during connection, the two ends of the connecting horizontal pipe A (51) are respectively connected with the supporting vertical pipes (41) of two beam formwork supporting devices (31) which are positioned outside the post-cast strip construction area (12) and adjacent to the post-cast strip construction area (12) through fasteners, the middle part of the connecting horizontal pipe A (51) is sequentially connected with all the supporting vertical pipes (41) positioned in the post-cast strip construction area (12) through fasteners, all the connecting horizontal pipe A (51) on the same vertical plane are sequentially horizontally arranged along the vertical direction and averagely, and nodes of all the connecting horizontal pipe A (51) and the supporting vertical pipes (41) on the same horizontal plane are sequentially connected through the connecting horizontal pipe B (52);
concrete (6) is poured in the beam template (21) and the post-cast strip template (22), and the concrete (6) poured in the beam template (21) and the post-cast strip template (22) are mutually bonded into a whole.
2. The beam plate post-cast strip independent support formwork device as claimed in claim 1, wherein: the post-cast strip template (22) is sequentially provided with cleaning holes, each cleaning hole is respectively opposite to one supporting vertical pipe (41) of the post-cast strip supporting device (32), the cleaning holes are covered by cover plates (222), and each cover plate (222) is respectively propped by one supporting vertical pipe (41) through a top backing plate (43).
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922038809.4U CN211473383U (en) | 2019-11-22 | 2019-11-22 | Independent supporting formwork device for post-cast strip of beam slab |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922038809.4U CN211473383U (en) | 2019-11-22 | 2019-11-22 | Independent supporting formwork device for post-cast strip of beam slab |
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| CN211473383U true CN211473383U (en) | 2020-09-11 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110821161A (en) * | 2019-11-22 | 2020-02-21 | 上海宝冶集团有限公司 | Beam plate post-cast strip independent support formwork device and using method thereof |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110821161A (en) * | 2019-11-22 | 2020-02-21 | 上海宝冶集团有限公司 | Beam plate post-cast strip independent support formwork device and using method thereof |
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