CN215168026U - Template supporting structure of post-cast suspended beam plate - Google Patents
Template supporting structure of post-cast suspended beam plate Download PDFInfo
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- CN215168026U CN215168026U CN202121075900.4U CN202121075900U CN215168026U CN 215168026 U CN215168026 U CN 215168026U CN 202121075900 U CN202121075900 U CN 202121075900U CN 215168026 U CN215168026 U CN 215168026U
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Abstract
The utility model relates to the technical field of building support, and discloses a template support structure of a post-cast suspended beam plate, which comprises a wall body and at least two groups of template support components arranged in parallel; the formwork support assembly comprises a vertical support rod, a transverse support rod and an inclined support rod, wherein the vertical support rod is fixedly connected with the wall body through a split screw, the transverse support rod is perpendicular to the wall body, and one end of the transverse support rod is detachably connected with the upper end of the vertical support rod; the upper end of the inclined supporting rod is connected with the transverse supporting rod, and the lower end of the inclined supporting rod is connected with the vertical supporting rod, so that the vertical supporting rod, the transverse supporting rod and the inclined supporting rod are integrally formed into a right-angled triangular frame structure. The utility model discloses a bearing structure need not to set up from ground, sets up fast, and the practicality is strong.
Description
Technical Field
The utility model relates to a building support technical field especially relates to a post-cast template supporting structure of unsettled roof beam board.
Background
Along with the rapid development of urban construction, people have higher and higher requirements on the multifunction and attractive appearance of buildings, and various unconventional high-rise cantilever beams are increased gradually; the cantilever beam is a beam with one end buried or poured on the support and the other end extending out of the support.
At present, cantilever beam supports the template and is connected as an organic whole with the wall form usually, thereby make cantilever beam board and wall body after the pouring shaping form structure as an organic whole, though stability is better like this, when the template is set up, the wall form need begin to set up from the ground level or floor face, and cantilever beam supports the template and need set up in the top of wall form usually, this just causes when the wall height is higher, it is very inconvenient to support the template set up, and stability is relatively poor, the supporting effect is not good, easily lead to the condition that the cantilever beam warp, if adopt vertical braces, then need begin to set up from the ground level, not only set up highly greatly, and the construction is troublesome, this kind of vertical braces all need to set up again at every turn the construction of pouring, it is long to consume time, low efficiency.
SUMMERY OF THE UTILITY MODEL
To the above-mentioned not enough that prior art exists, the vertical braces of the roof beam template of encorbelmenting now need begin to set up from ground, sets up and consumes long time and inefficiency. The utility model aims at providing a template bearing structure of post-cast unsettled roof beam board need not to set up from ground, sets up fast, and the practicality is strong.
In order to solve the technical problem, the utility model discloses a technical scheme is like this: a formwork support structure of a post-cast suspended beam slab comprises a wall body and at least two groups of formwork support assemblies which are arranged in parallel; the formwork support assembly comprises a vertical support rod, a transverse support rod and an inclined support rod, wherein the vertical support rod is fixedly connected with the wall body through a split screw, the transverse support rod is perpendicular to the wall body, and one end of the transverse support rod is detachably connected with the upper end of the vertical support rod; the upper end of the inclined supporting rod is connected with the transverse supporting rod, and the lower end of the inclined supporting rod is connected with the vertical supporting rod, so that the vertical supporting rod, the transverse supporting rod and the inclined supporting rod are integrally formed into a right-angled triangular frame structure; the inclined support rods support the transverse support rods, so that the transverse support rods support the cantilever beam template; the right angled triangle frame construction supports stability well, when needing to support cantilever beam template, directly with vertical support rod through to drawing screw rod and wall body fixed connection, can realize the effect to cantilever beam template support, simple to operate is swift, also need not to set up the support column from ground.
Furthermore, the upper end of the inclined support rod is connected with the transverse support rod in a sliding manner through a sleeve, and the inclined support rod is rotatably connected with the sleeve; correspondingly, the lower end of the inclined supporting rod is connected with the vertical supporting rod in a sliding mode through a sleeve, the inclined supporting rod is connected with the sleeve in a rotating mode, and a locking device is arranged on the sleeve; by sliding the positions of the two sleeves, the inclined support rods can support different points on the transverse support rods and can be adjusted according to actual requirements; when not needing this bearing structure simultaneously, can dismantle horizontal bracing piece and vertical support pole get off, rotate the bearing diagonal pole, make vertical support pole, horizontal bracing piece and bearing diagonal pole overlap and place, be convenient for accomodate and transport.
Furthermore, the upper end of the inclined support rod is connected with the transverse support rod in a sliding manner through a sleeve, the inclined support rod is rotatably connected with the sleeve, the lower end of the inclined support rod is rotatably connected with the lower part of the vertical support rod, the inclined support rod is of a telescopic structure, and a locking device is arranged on the inclined support rod; through the position of slide adjusting sleeve pipe and the length of bearing diagonal pole for the bearing diagonal pole can support the position of a plurality of differences of horizontal bracing piece, and the practicality is strong.
The wall body is characterized by further comprising a lengthened supporting rod, wherein one end of the lengthened supporting rod is connected with one end, far away from the wall body, of the transverse supporting rod; when the cantilever beam template needing to be supported is long, the lengthened supporting rod can be additionally arranged on the transverse supporting rod, and the long cantilever beam template can be supported.
Furthermore, the lengthened support rod is connected with the vertical support rod through a lengthened inclined support rod; when the cantilever beam template required to be supported is longer and can not achieve the supporting effect only by the support of the inclined supporting rod, the lengthened inclined supporting rod can be additionally arranged between the lengthened supporting rod and the vertical supporting rod, and the support of the lengthened supporting rod is strengthened.
Furthermore, the lengthened support rod is of a tubular structure and is in sliding connection with the transverse support rod, and a locking device is arranged on the lengthened support rod; the lengthened support rod is rotatably connected with the lengthened diagonal support rod, the other end of the lengthened diagonal support rod is rotatably connected with the lower part of the vertical support rod, the lengthened diagonal support rod is of a telescopic structure, and a locking device is arranged on the lengthened diagonal support rod; according to actual length of support's demand, can the length of slide adjusting extension bracing piece, the length of extension bracing piece need be adjusted simultaneously to through locking device fixed length, make this bearing structure's suitability stronger, can be applicable to the support of the girder template of encorbelmenting of various lengths.
Compared with the prior art, the utility model has the advantages of as follows:
the utility model discloses a cooperation setting of end to end's perpendicular support rod, horizontal support rod and bearing diagonal pole forms right angle triangle frame construction, and the supporting effect is stable, can unsettled set up, need not to set up from ground, and the assembly and disassembly is convenient, and the setting of extension bracing piece and extension bearing diagonal pole has strengthened the utility model discloses a practicality, the user can freely adjust support length according to the demand.
Drawings
Fig. 1 is a schematic structural view of a formwork support structure of a post-cast suspended beam slab of the present invention;
FIG. 2 is a state diagram of the use of embodiment 1.
FIG. 3 is a state diagram of the use of embodiment 2.
The wall comprises a wall body 1, a vertical support rod 2, a transverse support rod 3, an inclined support rod 4, a split screw rod 5, a sleeve 6, a lengthened support rod 7 and a lengthened inclined support rod 8.
Detailed Description
The present invention will be further explained with reference to the drawings and examples.
Example 1: referring to fig. 1-2, the wall comprises a wall body 1 and two groups of formwork support assemblies arranged in parallel; the formwork support assembly comprises a vertical support rod 2, a transverse support rod 3 and an inclined support rod 4, wherein the vertical support rod 2 is fixedly connected with the wall body 1 through a split screw 5, the transverse support rod 3 is perpendicular to the wall body 1, and one end of the transverse support rod is detachably connected with the upper end of the vertical support rod 2.
The upper end of the diagonal support rod 4 is connected with the transverse support rod 3 in a sliding mode through the sleeve 6, the diagonal support rod 4 is connected with the sleeve 6 in a rotating mode, the lower end of the diagonal support rod 4 is connected with the lower portion of the vertical support rod 2 in a rotating mode, the diagonal support rod 4 is of a telescopic structure, and the diagonal support rod 4 is provided with a locking bolt.
The vertical support bar 2, the horizontal support bar 3 and the inclined support bar 4 are integrally formed into a right-angled triangle frame structure. The right angled triangle frame construction supports stability well, when needing to support cantilever beam template, directly with vertical support rod 2 through to drawing screw rod 5 and wall body 1 fixed connection, can realize the effect to cantilever beam template support, simple to operate is swift, also need not to set up the support column from ground.
As shown in fig. 2, the supporting structure of the present invention further includes an elongated supporting rod 7, the elongated supporting rod 7 is a tubular structure and is slidably connected to one end of the transverse supporting rod 3 away from the wall 1, and the elongated supporting rod 7 is provided with a locking bolt; the lengthened support rod 7 is connected with the vertical support rod 2 through a lengthened inclined support rod 8, the lengthened support rod 7 is rotatably connected with the lengthened inclined support rod 8, the other end of the lengthened inclined support rod 8 is rotatably connected with the lower portion of the vertical support rod 2, the lengthened inclined support rod 8 is of a telescopic structure, and a locking bolt is arranged on the lengthened inclined support rod 8.
According to the demand of actual support length, can the length of slidable adjustment extension bracing piece 7, the length of extension diagonal brace 8 need be adjusted simultaneously to through locking device fixed length, make this bearing structure's suitability stronger, can be applicable to the support of the roof beam template of encorbelmenting of various lengths.
Example 2: unlike embodiment 1, referring to fig. 3, the upper end of the diagonal support bar 4 is slidably connected with the lateral support bar 3 through a sleeve 6, and the diagonal support bar 4 is rotatably connected with the sleeve 6; correspondingly, the lower end of the inclined supporting rod 4 is connected with the vertical supporting rod 2 in a sliding mode through a sleeve 6, the inclined supporting rod 4 is connected with the sleeve 6 in a rotating mode, and a locking bolt is arranged on the sleeve 6. Through the position of two sleeve pipes 6 that slide, can let the bracing strut 4 support the different points on the horizontal bracing piece 3, adjust according to actual demand.
Finally, it should be noted that the above embodiments are only used for illustrating the technical solutions of the present invention and not for limiting the technical solutions, and those skilled in the art should understand that those modifications or equivalent substitutions can be made to the technical solutions of the present invention without departing from the spirit and scope of the technical solutions, and all should be covered in the scope of the claims of the present invention.
Claims (6)
1. The utility model provides a template bearing structure of post-cast suspension beam slab which characterized in that: comprises a wall body and at least two groups of template supporting components which are arranged in parallel; the formwork support assembly comprises a vertical support rod, a transverse support rod and an inclined support rod, wherein the vertical support rod is fixedly connected with the wall body through a split screw, the transverse support rod is perpendicular to the wall body, and one end of the transverse support rod is detachably connected with the upper end of the vertical support rod; the upper end of the inclined supporting rod is connected with the transverse supporting rod, and the lower end of the inclined supporting rod is connected with the vertical supporting rod, so that the vertical supporting rod, the transverse supporting rod and the inclined supporting rod are integrally formed into a right-angled triangular frame structure.
2. The formwork support structure for post-cast suspended beam slabs of claim 1, wherein: the upper end of the inclined supporting rod is connected with the transverse supporting rod in a sliding manner through a sleeve, and the inclined supporting rod is rotatably connected with the sleeve; correspondingly, the lower end of the inclined supporting rod is connected with the vertical supporting rod in a sliding mode through a sleeve, the inclined supporting rod is connected with the sleeve in a rotating mode, and a locking device is arranged on the sleeve.
3. The formwork support structure for post-cast suspended beam slabs of claim 1, wherein: the upper end of the inclined supporting rod is connected with the transverse supporting rod in a sliding mode through a sleeve, the inclined supporting rod is connected with the sleeve in a rotating mode, the lower end of the inclined supporting rod is connected with the lower portion of the vertical supporting rod in a rotating mode, the inclined supporting rod is of a telescopic structure, and a locking device is arranged on the inclined supporting rod.
4. The formwork support structure for post-cast suspended beam slabs of claim 1, wherein: the wall body is characterized by further comprising a lengthened supporting rod, wherein one end of the lengthened supporting rod is connected with one end, far away from the wall body, of the transverse supporting rod.
5. The formwork support structure for post-cast suspended beam panels as claimed in claim 4, wherein: the lengthened supporting rod is connected with the vertical supporting rod through the lengthened inclined supporting rod.
6. The formwork support structure for post-cast suspended beam panels as claimed in claim 5, wherein: the lengthened support rod is of a tubular structure and is in sliding connection with the transverse support rod, and a locking device is arranged on the lengthened support rod; the lengthened support rod is rotatably connected with the lengthened diagonal support rod, the other end of the lengthened diagonal support rod is rotatably connected with the lower part of the vertical support rod, the lengthened diagonal support rod is of a telescopic structure, and a locking device is arranged on the lengthened diagonal support rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121075900.4U CN215168026U (en) | 2021-05-19 | 2021-05-19 | Template supporting structure of post-cast suspended beam plate |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121075900.4U CN215168026U (en) | 2021-05-19 | 2021-05-19 | Template supporting structure of post-cast suspended beam plate |
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| CN215168026U true CN215168026U (en) | 2021-12-14 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116921700A (en) * | 2023-09-15 | 2023-10-24 | 四川工程职业技术学院 | Laser selective melting forming anti-deformation method for high-temperature alloy |
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2021
- 2021-05-19 CN CN202121075900.4U patent/CN215168026U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116921700A (en) * | 2023-09-15 | 2023-10-24 | 四川工程职业技术学院 | Laser selective melting forming anti-deformation method for high-temperature alloy |
| CN116921700B (en) * | 2023-09-15 | 2023-12-08 | 四川工程职业技术学院 | Laser selective melting forming anti-deformation method for high-temperature alloy |
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