CN216949473U - Post-cast strip template support system - Google Patents

Post-cast strip template support system Download PDF

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Publication number
CN216949473U
CN216949473U CN202220102977.4U CN202220102977U CN216949473U CN 216949473 U CN216949473 U CN 216949473U CN 202220102977 U CN202220102977 U CN 202220102977U CN 216949473 U CN216949473 U CN 216949473U
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China
Prior art keywords
post
cast strip
vertical
supporting
support
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CN202220102977.4U
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Chinese (zh)
Inventor
周海军
祝东明
祝小燕
陈海泽
方立超
肖柱
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China Railway Construction Engineering Group Co Ltd
China Railway Construction Engineering Group Guangdong Co Ltd
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China Railway Construction Engineering Group Co Ltd
China Railway Construction Engineering Group Guangdong Co Ltd
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Priority to CN202220102977.4U priority Critical patent/CN216949473U/en
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Abstract

A post-cast strip formwork support system, comprising: the plurality of groups of supporting devices are sequentially arranged at intervals along the length direction of the post-cast strip; the supporting device comprises: the at least two supporting mechanisms are respectively arranged on two sides of the post-cast strip in the width direction; the support mechanism includes: the lifting device comprises a vertical supporting piece, a supporting plate and a lifting adjusting assembly; the supporting plate is detachably arranged at the top of the vertical supporting piece, and the lifting adjusting assembly is arranged at the bottom of the vertical supporting piece and used for adjusting the height of the vertical supporting piece in the vertical direction. The supporting device can remove the supporting system of the beam plate templates in advance after the post-pouring belt is poured, so that the supporting system of the beam plate templates can be circulated, the utilization rate of field circulating materials is improved, the post-pouring belt can be prevented from deforming and cracking through the supporting device, and the stress of the overall structure is improved.

Description

Post-cast strip template support system
Technical Field
The application relates to the technical field of post-cast strip supporting structures, in particular to a post-cast strip template supporting system.
Background
In the housing construction engineering, in order to solve the problems of uneven settlement and stretching of beam plates, a post-cast strip with settlement and stretching functions is required to be arranged between two adjacent beam plates to form a beam plate post-cast strip, the beam plate post-cast strip is required to be erected independently in the early-stage formwork erecting process, and the formwork can be dismantled after the beam plate post-cast strip is poured and finished and the design strength is reached. The template of roof beam board post-cast strip is established and is supported according to conventional roof beam board formwork mode, and the template supports the independence not strong, leads to great area on-the-spot turnover template and support frame can't demolish, has wasted on-the-spot turnover material greatly, increases the turnover cost. Meanwhile, in order to achieve effective application of the turnover materials in part of construction sites, the supporting system of the post-cast strip supporting template is detached and then supported again, so that stress of the post-cast strip structure is released, the related beam-slab structure at the post-cast strip is deformed and cracked, and the stress of the whole structure is influenced.
SUMMERY OF THE UTILITY MODEL
The application aims at providing an independent and convenient-to-dismount post-cast strip template supporting system.
The application provides a post-cast strip template support system, includes: the supporting devices are sequentially arranged at intervals along the length direction of the post-cast strip; the support device includes: the at least two supporting mechanisms are respectively arranged on two sides of the post-cast strip in the width direction; the support mechanism includes: the lifting device comprises a vertical supporting piece, a supporting plate and a lifting adjusting assembly; the supporting plate is detachably arranged at the top of the vertical supporting piece, and the lifting adjusting assembly is arranged at the bottom of the vertical supporting piece and used for adjusting the height of the vertical supporting piece in the vertical direction.
In one embodiment, the support mechanism further comprises: a tie rod for connecting the vertical support with an external structure.
In one embodiment, the lift adjustment assembly comprises: the device comprises a base, a screw rod and an adjusting nut; one end of the screw rod is fixed on the base, the adjusting nut is screwed on the screw rod, a first slot is formed in the bottom of the vertical supporting piece, and the other end of the screw rod can be inserted into the first slot.
In one embodiment, the support device comprises: and the four supporting mechanisms are arranged on two sides of the post-cast strip in the width direction respectively.
In one embodiment, the top of the vertical support is provided with a second slot, and the support mechanism further comprises: the plug connector is plugged in the second slot.
In one embodiment, the vertical support comprises: and (6) erecting a rod.
In one embodiment, the upright stanchion is provided with a plurality of upright stanchions, and the upright stanchions are sequentially connected in series.
In one embodiment, flanges are respectively arranged at two ends of each of the vertical rods, and in two adjacent vertical rods, the flange at the bottom end of one vertical rod is connected with the flange at the top end of the other vertical rod through a fastener.
According to the post-cast strip template support system that this application provided, support the template in post-cast strip between two adjacent roof beams board through multiunit strutting arrangement, this strutting arrangement can be after pouring the post-cast strip, demolish the support system of roof beam board template in advance for the support system of roof beam board template can have enough to meet the need, improves the utilization ratio of on-the-spot turnover material, and can avoid the post-cast strip to warp the fracture through the support of strutting arrangement to the support in post-cast strip, improves overall structure atress.
Drawings
FIG. 1 is a top view of a post-cast strip template support system provided herein;
FIG. 2 is a cross-sectional view of a post-cast strip template support system provided herein;
FIG. 3 is a schematic view of a positional relationship between a carrier plate and a post-cast strip template in the post-cast strip template support system provided by the present application;
FIG. 4 is a schematic structural diagram of a supporting mechanism in a post-cast strip formwork supporting system of the European Co.
Detailed Description
The present invention will be described in further detail with reference to the following detailed description and accompanying drawings. Wherein like elements in different embodiments are numbered with like associated elements. In the following description, numerous details are set forth in order to provide a better understanding of the present application. However, those skilled in the art will readily recognize that some of the features may be omitted or replaced with other elements, materials, methods in different instances. In some instances, certain operations related to the present application have not been shown or described in detail in order to avoid obscuring the core of the present application from excessive description, and it is not necessary for those skilled in the art to describe these operations in detail, so that they may be fully understood from the description in the specification and the general knowledge in the art.
Furthermore, the described features, operations, or characteristics may be combined in any suitable manner to form various embodiments. Also, the various steps or actions in the method descriptions may be transposed or transposed in order, as will be apparent to one of ordinary skill in the art. Thus, the various sequences in the specification and drawings are for the purpose of describing certain embodiments only and are not intended to imply a required sequence unless otherwise indicated where such sequence must be followed.
The numbering of the components as such, e.g., "first", "second", etc., is used herein only to distinguish the objects as described, and does not have any sequential or technical meaning. The term "connected" and "coupled" as used herein includes both direct and indirect connections (couplings), unless otherwise specified.
The application provides a post-cast strip template support system supports the template of the post-cast strip between two adjacent beam slabs through multiunit strutting arrangement, and this strutting arrangement can demolish the support system of beam slab template in advance after pouring the post-cast strip after, makes the support system of beam slab template can have enough to meet the need, improves the utilization ratio of on-the-spot turnover material, and can avoid the post-cast strip to warp the fracture through the support of strutting arrangement to the support of post-cast strip, improves overall structure atress.
As shown in fig. 1, the post-cast strip 2000 is located between two beam plates 1000, and as shown in fig. 2 to 4, the post-cast strip template support system provided by the present application includes: a plurality of sets of supporting devices 100, a dashed box in fig. 1 represents a set of supporting devices 100, and the supporting devices 10 are sequentially arranged at intervals along the length direction of the post-cast strip 2000. Each support device 100 includes: at least two support mechanisms 10, each support mechanism 10 is respectively arranged on both sides of the post-cast strip 2000 in the width direction.
In the present embodiment, each support mechanism 10 includes: vertical supports 11, pallets 12, and lift adjustment assemblies 13. The supporting plate 12 is detachably mounted on the top of the vertical support 11, as shown in fig. 3, the supporting plate 12 is flush with the template of the post-cast strip 2000, and the lifting adjusting assembly 13 is mounted on the bottom of the vertical support 11, and the lifting adjusting assembly 13 is used for adjusting the height of the vertical support 11 in the vertical direction.
When the formwork of the post-cast strip 2000 needs to be supported, the vertical supporting piece 11 can be lifted in the vertical direction through the adjustment of the lifting adjusting assembly 13, so that the supporting plate 12 is propped against the bottom of the formwork of the post-cast strip 2000, after the pouring of the post-cast strip 2000 is completed, the supporting system 1001 of the formwork of the beam plate 1000 can be detached in advance without affecting the supporting of the formwork of the post-cast strip 2000, the turnover rate of the supporting system of the formwork of the beam plate 1000 is improved, the post-cast strip can be prevented from deforming and cracking, and the stress of the whole structure is improved.
As shown in fig. 2, in the support system of the post-cast strip template provided in this embodiment, the support mechanism 10 further includes: a tie rod 14, the tie rod 14 being used to connect the vertical support 11 with an external structure. The external structure is the supporting system 1001 of the template of the beam slab 1000, and the supporting system 1001 of the template of the beam slab 1000 can adopt a scaffold, and the vertical supporting member 11 is connected with the scaffold through the pull rod 13, so that the supporting mechanism 10 is temporarily positioned, and the stability of the supporting mechanism 10 is ensured.
As shown in fig. 4, the elevation adjusting assembly 13 includes: a base 131, a screw 132, and an adjusting nut 133; one end of the screw 132 is fixed on the base 131, the adjusting nut 133 is screwed on the screw 132, the bottom of the vertical support 11 is provided with a first slot, and the other end of the screw 132 can be inserted into the first slot. By turning the adjusting nut 133, the adjusting nut 133 converts the rotational motion around the screw 132 into a linear motion along the axial direction of the screw 132, and the screw 132 is disposed in the vertical direction, so that the adjusting vertical support 11 can be moved upward when the adjusting nut 133 is moved upward along the axial direction of the screw 132, and the adjusting vertical support 11 can be moved downward when the adjusting nut 133 is moved downward along the axial direction of the screw 132.
In this embodiment, as shown in fig. 1, the supporting device 100 includes: four supporting mechanisms 10, two supporting mechanisms 10 are respectively arranged on two sides of the width direction of the template of the post-cast strip 2000.
In an embodiment, a second slot is provided on the top of the vertical support 11, and the support mechanism 10 in the support system of the post-cast strip formwork provided in this embodiment further includes: and the plug-in unit 15 is plugged in the second slot, and the plug-in unit 15 is plugged in the second slot.
In one embodiment, the vertical support 11 comprises: the pole setting, the both ends of pole setting form first slot and second slot respectively.
In some embodiments, to facilitate the connection of the uprights, a plurality of uprights 111 may be used, with each upright 111 being connected in series.
In one embodiment, the two ends of the vertical rods 111 are respectively provided with a flange 112, and the flange 112 at the bottom end of one vertical rod 111 is connected with the flange 112 at the top end of the other vertical rod 111 in two adjacent vertical rods 111 by a fastener.
In conclusion, the post-cast strip template supporting system provided by the embodiment supports the template of the post-cast strip between two adjacent beam plates through the multiple groups of supporting devices, and the supporting devices can remove the supporting systems of the beam plate templates in advance after the post-cast strip is poured, so that the supporting systems of the beam plate templates can be circulated, the utilization rate of field circulating materials is improved, the post-cast strip can be supported through the supporting devices, the post-cast strip is prevented from deforming and cracking, and the stress of the whole structure is improved.
The foregoing is a more detailed description of the present application in connection with specific embodiments thereof, and it is not intended that the present application be limited to the specific embodiments thereof. It will be apparent to those skilled in the art from this disclosure that many more simple derivations or substitutions can be made without departing from the inventive concepts herein.

Claims (7)

1. The utility model provides a post-cast strip template support system which characterized in that includes: the supporting devices are sequentially arranged at intervals along the length direction of the post-cast strip; the support device includes: the at least two supporting mechanisms are respectively arranged on two sides of the post-cast strip in the width direction; the support mechanism includes: the lifting device comprises a vertical support piece, a supporting plate and a lifting adjusting assembly; the supporting plate is detachably arranged at the top of the vertical supporting piece, and the lifting adjusting assembly is arranged at the bottom of the vertical supporting piece and used for adjusting the height of the vertical supporting piece in the vertical direction; the lift adjustment assembly includes: the base, the screw rod and the adjusting nut; one end of the screw rod is fixed on the base, the adjusting nut is screwed on the screw rod, a first slot is formed in the bottom of the vertical supporting piece, and the other end of the screw rod can be inserted into the first slot.
2. The post-cast strip template support system of claim 1, wherein the support mechanism further comprises: a tie rod for connecting the vertical support with an external structure.
3. The post-cast strip template support system of claim 1, wherein the support means comprises: and every two support mechanisms are respectively arranged on two sides of the post-cast strip in the width direction.
4. The post-cast strip formwork support system of claim 1, wherein a top portion of the vertical support is provided with a second slot, the support mechanism further comprising: the plug connector is plugged in the second slot.
5. The post-cast strip formwork support system of claim 1, wherein the vertical support comprises: and (6) erecting a rod.
6. The post-cast strip formwork support system of claim 5, wherein a plurality of the uprights are provided, each of the uprights being connected in series in sequence.
7. The post-cast strip formwork support system of claim 6, wherein flanges are respectively provided at both ends of the vertical rods, and in two adjacent vertical rods, the flange at the bottom end of one vertical rod is connected with the flange at the top end of the other vertical rod through a fastener.
CN202220102977.4U 2022-01-14 2022-01-14 Post-cast strip template support system Active CN216949473U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202220102977.4U CN216949473U (en) 2022-01-14 2022-01-14 Post-cast strip template support system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202220102977.4U CN216949473U (en) 2022-01-14 2022-01-14 Post-cast strip template support system

Publications (1)

Publication Number Publication Date
CN216949473U true CN216949473U (en) 2022-07-12

Family

ID=82317090

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202220102977.4U Active CN216949473U (en) 2022-01-14 2022-01-14 Post-cast strip template support system

Country Status (1)

Country Link
CN (1) CN216949473U (en)

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