CN223621147U - Lifting plate template supporting split heads muscle and lifting plate template subassembly - Google Patents

Lifting plate template supporting split heads muscle and lifting plate template subassembly

Info

Publication number
CN223621147U
CN223621147U CN202423226090.4U CN202423226090U CN223621147U CN 223621147 U CN223621147 U CN 223621147U CN 202423226090 U CN202423226090 U CN 202423226090U CN 223621147 U CN223621147 U CN 223621147U
Authority
CN
China
Prior art keywords
bar
support
bars
supporting bars
vertical
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN202423226090.4U
Other languages
Chinese (zh)
Inventor
李博
乔海迎
刘崇鑫
侯帅淼
林威宏
王亮
黄兆银
陈淼
陈颂
张佳伟
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Road and Bridge International Co Ltd
CCCC Ruitong Construction Engineering Co Ltd
Original Assignee
Road and Bridge International Co Ltd
CCCC Ruitong Construction Engineering Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Road and Bridge International Co Ltd, CCCC Ruitong Construction Engineering Co Ltd filed Critical Road and Bridge International Co Ltd
Priority to CN202423226090.4U priority Critical patent/CN223621147U/en
Application granted granted Critical
Publication of CN223621147U publication Critical patent/CN223621147U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

本实用新型涉及一种升降板模板支撑马凳筋及升降板模板组件,一种升降板模板支撑马凳筋包括横向支撑钢筋、竖向支撑钢筋、第一斜支撑钢筋和第二斜支撑钢筋,竖向支撑钢筋的一端垂直焊接在横向支撑钢筋的中部,第一斜支撑钢筋的一端和第二斜支撑钢筋的一端分别焊接在横向支撑钢筋的一端两侧,第一斜支撑钢筋和第二斜支撑钢筋之间的角度小于90°;第一斜支撑钢筋和第二斜支撑钢筋分别位于竖向支撑钢筋的两侧。本实用新型能对楼板高低交接处的上层侧模板进行支撑固定,降低了使用模板木方的浪费,节约大量资源,同时提高了周转率,加快了施工速度,降低了人工费用;也减少了对已绑扎好的钢筋造成二次破坏的概率,保证了施工质量。

This utility model relates to a support stirrup for a lifting slab formwork and a lifting slab formwork assembly. The support stirrup includes horizontal support bars, vertical support bars, a first inclined support bar, and a second inclined support bar. One end of the vertical support bar is vertically welded to the middle of the horizontal support bar. One end of the first inclined support bar and one end of the second inclined support bar are respectively welded to both sides of one end of the horizontal support bar. The angle between the first and second inclined support bars is less than 90°. The first and second inclined support bars are located on both sides of the vertical support bar. This utility model can support and fix the upper side formwork at the junction of floor slabs, reducing the waste of formwork timber, saving a large amount of resources, improving turnover rate, accelerating construction speed, and reducing labor costs. It also reduces the probability of secondary damage to the already tied reinforcement bars, ensuring construction quality.

Description

Lifting plate template supporting split heads muscle and lifting plate template subassembly
Technical Field
The utility model relates to the technical field related to building construction, in particular to a lifting plate template supporting split heads and ribs and a lifting plate template assembly.
Background
In building construction, the pouring of the floor slab needs to use a template support. However, as various complex architectural designs appear, lifting plates are increasingly being used in floor construction. The support of the side forms of the floor becomes a concern at the junction of two floors with different heights. The existing floor slab height junction is often supported by adopting a hanging die, and is difficult to fix. Therefore, there is a need for a device for supporting a side form at a floor intersection that can both firmly support the floor side form and avoid wastage of material.
Disclosure of utility model
The utility model provides a lifting plate template supporting split heads and lifting plate template components, which aim to solve one or more of the technical problems in the prior art.
The technical scheme includes that the lifting plate formwork support split heads comprises transverse supporting steel bars, vertical supporting steel bars, first inclined supporting steel bars and second inclined supporting steel bars, one ends of the vertical supporting steel bars are vertically welded to the middle of the transverse supporting steel bars, one ends of the first inclined supporting steel bars and one ends of the second inclined supporting steel bars are respectively welded to two sides of one ends of the transverse supporting steel bars, an angle between the first inclined supporting steel bars and the second inclined supporting steel bars is smaller than 90 degrees, and the first inclined supporting steel bars and the second inclined supporting steel bars are respectively located on two sides of the vertical supporting steel bars.
Compared with the traditional reinforced horse way, the lifting plate template supporting horse stool bar has the advantages that the upper layer side template at the junction of the height of the floor slab can be supported and fixed, the waste of using template battens is reduced, a large amount of resources are saved, the turnover rate is improved, the construction speed is increased, the labor cost is reduced, the probability of secondary damage to bound reinforced bars is reduced, and the construction quality is ensured.
On the basis of the technical scheme, the utility model can be improved as follows.
Further, the first inclined support steel bars and the second inclined support steel bars are symmetrically arranged on two sides of the vertical support steel bars respectively.
The technical scheme has the beneficial effect that the two inclined support steel bars are symmetrically arranged on the two sides of the vertical support steel bar, so that the upper side template can be stably supported.
Further, the first diagonal bracing bars are arranged perpendicular to the transverse bracing bars.
Further, the second diagonal bracing bars are arranged perpendicular to the transverse bracing bars.
Further, the other end of the vertical supporting steel bar, the other end of the first inclined supporting steel bar and the other end of the second inclined supporting steel bar are located on the same plane.
The beneficial effect of adopting the further scheme is that the supporting effect is better.
Further, the transverse supporting steel bars are arranged in parallel with the same plane.
Further, the welding point of one end of the vertical supporting steel bar and the transverse supporting steel bar is an A point, and the distance between the A point and one end of the transverse supporting steel bar is larger than the distance between the A point and the other end of the transverse supporting steel bar.
Further, the length of the vertical supporting steel bars is not more than 1/2 of the length of the transverse supporting steel bars.
Further, the transverse supporting steel bars, the vertical supporting steel bars, the first inclined supporting steel bars and the second inclined supporting steel bars are all made of steel bars with the diameter of 8 mm.
The utility model provides a lifter plate template subassembly, includes upper template, lower floor's template, side form board and above-mentioned lifter plate template support split heads muscle, the upper template interval sets up lower floor's template top, the edge of upper template is equipped with vertical arrangement's side form board, vertical support reinforcing bar, first bearing diagonal reinforcing bar and second bearing diagonal reinforcing bar support in lower floor's template, horizontal support reinforcing bar supports the bottom at the side form board.
The lifting plate template assembly has the beneficial effects that the upper side template can be firmly supported and fixed, so that the effects of saving manpower and time are achieved, and the construction efficiency can be improved.
Drawings
Fig. 1 is a schematic structural view of a lifting plate formwork support split heads rib of the present utility model.
In the drawings, the list of components represented by the various numbers is as follows:
1. Transverse supporting steel bars, vertical supporting steel bars, first inclined supporting steel bars, and second inclined supporting steel bars.
Detailed Description
The principles and features of the present utility model are described below with reference to the drawings, the examples are illustrated for the purpose of illustrating the utility model and are not to be construed as limiting the scope of the utility model.
As shown in fig. 1, the lifting plate formwork support split heads of the embodiment comprises a transverse support bar 1, a vertical support bar 2, a first inclined support bar 3 and a second inclined support bar 4, wherein one end of the vertical support bar 2 is vertically welded at the middle of the transverse support bar 1, one end of the first inclined support bar 3 and one end of the second inclined support bar 4 are respectively welded at two sides of one end of the transverse support bar 1, an angle between the first inclined support bar 3 and the second inclined support bar 4 is smaller than 90 degrees, and the first inclined support bar 3 and the second inclined support bar 4 are respectively positioned at two sides of the vertical support bar 2.
The support split heads muscle of this embodiment, the old reinforcing bar welding preparation of usable job site abandonment, easy operation to convenient and practical can set up split heads muscle height by oneself according to actual lifter plate height, utilizes triangle-shaped stability principle, supports firmly, non-deformable.
As shown in fig. 1, in a preferred embodiment of the present embodiment, the first diagonal brace bars 3 and the second diagonal brace bars 4 are symmetrically disposed on both sides of the vertical brace bars 2, respectively. Through arranging two inclined support bars symmetrically on two sides of the vertical support bar, the upper side template can be stably supported.
Optionally, the included angle between the first inclined support steel bar 3 and the second inclined support steel bar 4 is 50-90 degrees, preferably 60 degrees, 70 degrees and 80 degrees.
As shown in fig. 1, it is preferable that the first diagonal brace bar 3 is arranged perpendicular to the lateral brace bar 1. The second diagonal bracing bars 4 are arranged perpendicularly to the transverse bracing bars 1.
As shown in fig. 1, in an alternative solution of this embodiment, the other end of the vertical supporting reinforcement 2, the other end of the first diagonal supporting reinforcement 3, and the other end of the second diagonal supporting reinforcement 4 are located on the same plane, so that the supporting effect is better.
Further, as shown in fig. 1, the transverse supporting bars 1 are arranged parallel to the same plane.
As shown in fig. 1, the welding point between one end of the vertical supporting steel bar 2 and the transverse supporting steel bar 1 is a point a, and the distance between the point a and one end of the transverse supporting steel bar 1 is greater than the distance between the point a and the other end of the transverse supporting steel bar 1.
Optionally, the length of the vertical supporting reinforcement 2 is not greater than 1/2 of the length of the transverse supporting reinforcement 1.
Specifically, the transverse supporting steel bars 1, the vertical supporting steel bars 2, the first inclined supporting steel bars 3 and the second inclined supporting steel bars 4 are made of steel bars with diameters of 8 mm.
Compared with a traditional reinforced horse way, the lifting plate template supporting split heads can support and fix the upper side template at the junction of the height of the floor slab, so that the waste of using template battens is reduced, a large amount of resources are saved, the turnover rate is improved, the construction speed is increased, the labor cost is reduced, the probability of secondary damage to bound reinforced bars is reduced, and the construction quality is ensured.
The embodiment also provides a lifting plate template assembly, which comprises an upper template, a lower template, side templates and the lifting plate template supporting split heads, wherein the upper template is arranged above the lower template at intervals, the side templates which are vertically arranged are arranged at the edges of the upper template, the vertical supporting steel bars 2, the first inclined supporting steel bars 3 and the second inclined supporting steel bars 4 are supported on the lower template, and the transverse supporting steel bars 1 are supported at the bottoms of the side templates.
When the lifting plate template assembly is constructed, the upper layer steel bars and the lower layer steel bars are bound, after the template support is completed, the side templates at the edges of the upper layer templates are erected, the device is placed on the lower layer templates below the side templates after the approximate positions are determined, and the floor steel bars are poured after the side templates are fixed.
The lifting plate template assembly can firmly support and fix the upper side template, so that the effects of saving manpower and time are achieved, and the construction efficiency can be improved.
In the description of the present utility model, it should be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", "axial", "radial", "circumferential", etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings are merely for convenience in describing the present utility model and simplifying the description, and do not indicate or imply that the device or element being referred to must have a specific orientation, be configured and operated in a specific orientation, and therefore should not be construed as limiting the present utility model.
Furthermore, the terms "first," "second," and the like, are used for descriptive purposes only and are not to be construed as indicating or implying a relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defining "a first" or "a second" may explicitly or implicitly include at least one such feature. In the description of the present utility model, the meaning of "plurality" means at least two, for example, two, three, etc., unless specifically defined otherwise.
In the present utility model, unless explicitly specified and limited otherwise, the terms "mounted," "connected," "secured," and the like are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally formed, mechanically connected, electrically connected, directly connected, indirectly connected through an intervening medium, or in communication between two elements or in an interaction relationship between two elements, unless otherwise explicitly specified. The specific meaning of the above terms in the present utility model can be understood by those of ordinary skill in the art according to the specific circumstances.
In the present utility model, unless expressly stated or limited otherwise, a first feature "up" or "down" a second feature may be the first and second features in direct contact, or the first and second features in indirect contact via an intervening medium. Moreover, a first feature being "above," "over" and "on" a second feature may be a first feature being directly above or obliquely above the second feature, or simply indicating that the first feature is level higher than the second feature. The first feature being "under", "below" and "beneath" the second feature may be the first feature being directly under or obliquely below the second feature, or simply indicating that the first feature is less level than the second feature.
In the description of the present specification, a description referring to terms "one embodiment," "some embodiments," "examples," "specific examples," or "some examples," etc., means that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the present utility model. In this specification, schematic representations of the above terms are not necessarily directed to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples. Furthermore, the different embodiments or examples described in this specification and the features of the different embodiments or examples may be combined and combined by those skilled in the art without contradiction.
While embodiments of the present utility model have been shown and described above, it will be understood that the above embodiments are illustrative and not to be construed as limiting the utility model, and that variations, modifications, alternatives and variations may be made to the above embodiments by one of ordinary skill in the art within the scope of the utility model.

Claims (10)

1. The lifting plate formwork support split heads bar is characterized by comprising transverse supporting bars, vertical supporting bars, first inclined supporting bars and second inclined supporting bars, wherein one ends of the vertical supporting bars are perpendicularly welded to the middle of the transverse supporting bars, one ends of the first inclined supporting bars and one ends of the second inclined supporting bars are respectively welded to two sides of one end of the transverse supporting bars, the angle between the first inclined supporting bars and the second inclined supporting bars is smaller than 90 degrees, and the first inclined supporting bars and the second inclined supporting bars are respectively located on two sides of the vertical supporting bars.
2. The lifting plate formwork support split heads bar according to claim 1, wherein the first diagonal bracing bar and the second diagonal bracing bar are symmetrically arranged on two sides of the vertical bracing bar respectively.
3. The lifting panel formwork support split heads bar of claim 1 wherein the first diagonal brace bar is disposed perpendicular to the transverse brace bar.
4. The lifting panel formwork support split heads bar of claim 1 wherein the second diagonal brace bars are disposed perpendicular to the transverse brace bars.
5. The lifting plate formwork support split heads rib according to claim 1, wherein the other end of the vertical support bar, the other end of the first diagonal support bar and the other end of the second diagonal support bar are located on the same plane.
6. The lifting panel formwork support split heads rib of claim 5 wherein said transverse support bars are disposed parallel to said same plane.
7. The lifting plate formwork support split heads rib according to claim 1, wherein the welding point between one end of the vertical support steel bar and the transverse support steel bar is point A, and the distance between the point A and one end of the transverse support steel bar is larger than the distance between the point A and the other end of the transverse support steel bar.
8. The lifting panel formwork support split heads bar of claim 1 wherein the length of the vertical support bar is no greater than 1/2 the length of the horizontal support bar.
9. The lifting plate formwork support split heads bar according to claim 1 wherein the transverse support bar, the vertical support bar, the first diagonal support bar and the second diagonal support bar are made of bars with a diameter of 8 mm.
10. The utility model provides a lifter plate template subassembly, its characterized in that includes upper template, lower floor's template, side form board and any one of claims 1 to 9 a lifter plate template supports split heads muscle, the upper template interval sets up lower floor's template top, the edge of upper template is equipped with vertical arrangement's side form board, vertical support reinforcing bar, first bearing diagonal reinforcing bar and second bearing diagonal reinforcing bar support on lower floor's template, the bearing diagonal reinforcing bar supports the bottom at the side form board.
CN202423226090.4U 2024-12-26 2024-12-26 Lifting plate template supporting split heads muscle and lifting plate template subassembly Active CN223621147U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202423226090.4U CN223621147U (en) 2024-12-26 2024-12-26 Lifting plate template supporting split heads muscle and lifting plate template subassembly

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202423226090.4U CN223621147U (en) 2024-12-26 2024-12-26 Lifting plate template supporting split heads muscle and lifting plate template subassembly

Publications (1)

Publication Number Publication Date
CN223621147U true CN223621147U (en) 2025-12-02

Family

ID=97819273

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202423226090.4U Active CN223621147U (en) 2024-12-26 2024-12-26 Lifting plate template supporting split heads muscle and lifting plate template subassembly

Country Status (1)

Country Link
CN (1) CN223621147U (en)

Similar Documents

Publication Publication Date Title
CN116480133A (en) Formwork support system and method for fair-faced concrete construction with Gaussian curved surfaces in the coastal environment
CN223621147U (en) Lifting plate template supporting split heads muscle and lifting plate template subassembly
CN211447422U (en) Reinforced truss floor deck
CN214575977U (en) A lattice type supporting tire frame
CN211850258U (en) A steel structure prefabricated floor slab
CN220828037U (en) Truss floor carrier plate supporting structure
CN212026574U (en) Adopt building floor slab rebar structure of encorbelmenting of steel bar truss template
CN217812356U (en) Multi-level cantilever plate integral pouring system
CN218374744U (en) Detachable split heads
CN215889386U (en) Reinforcing device for lifting type material distributor
CN212105136U (en) Template reinforcing apparatus and subassembly
CN215211508U (en) A connection node of a concrete column and a steel column
CN110126063A (en) A kind of tower crane counterweight producing device
CN215671073U (en) Secondary pouring template supporting device for reserved holes of floor slabs
CN209742235U (en) A kind of reinforced horse stool for construction engineering
CN211647296U (en) A reinforced truss formwork for cast-in-place high cantilever floor slabs
CN211420786U (en) Cross support piece for improving large-thickness water-stable layer template
CN217205311U (en) Construction device for floor support plate
CN209196282U (en) A kind of Horizontal concrete pump line stringer of high turnover rate
CN213979017U (en) Raft board split heads muscle structure of foundation
CN218467139U (en) Portable cloth machine reinforcing apparatus
CN111550039A (en) Formwork support system and application construction method and construction structure thereof
CN223018640U (en) Dual-purpose device for tunnel center ditch construction
CN112323835A (en) Construction method of raft plate split heads of foundation
CN219175845U (en) Formwork of curved surface concrete roof

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant