CN218623296U - Supporting template for downward turning beam construction - Google Patents
Supporting template for downward turning beam construction Download PDFInfo
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- CN218623296U CN218623296U CN202221019967.0U CN202221019967U CN218623296U CN 218623296 U CN218623296 U CN 218623296U CN 202221019967 U CN202221019967 U CN 202221019967U CN 218623296 U CN218623296 U CN 218623296U
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- main steel
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- vertical plate
- steel plate
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- 238000010276 construction Methods 0.000 title claims abstract description 35
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 42
- 239000010959 steel Substances 0.000 claims abstract description 42
- 230000008878 coupling Effects 0.000 claims abstract description 3
- 238000010168 coupling process Methods 0.000 claims abstract description 3
- 238000005859 coupling reaction Methods 0.000 claims abstract description 3
- 238000009415 formwork Methods 0.000 claims description 10
- 230000000712 assembly Effects 0.000 claims description 2
- 238000000429 assembly Methods 0.000 claims description 2
- 238000005452 bending Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000007306 turnover Effects 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
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Abstract
The utility model discloses a supporting template for downward turning beam construction, which comprises a vertical plate component and a supporting component, wherein the supporting component is horizontally arranged between a pair of vertical plate components; the supporting component comprises a screw, a sleeve and a locking part, the screw is in threaded connection with the sleeve, and the locking part is arranged on the screw and abuts against the inner side face of the vertical plate component; the vertical plate assembly comprises a main steel plate, a transverse edge and a longitudinal edge, the transverse edge is horizontally arranged on the side part of the main steel plate, and the longitudinal edge is perpendicular to the transverse edge and is fixed by a connecting assembly; coupling assembling includes the connecting rod, the connecting rod passes main steel sheet, horizontal stupefied and indulge stupefied, its upper portion cover is equipped with the backing plate and is fixed by the lock mother. The utility model provides a pair of a supporting template for turning over roof beam construction down, its is rational in infrastructure, and it is convenient to be under construction, and constructor is according to the slot of turning over the roof beam construction down, and accurate adjustment supporting component's length has effectively improved supporting template's construction scope.
Description
Technical Field
The utility model belongs to the technical field of building engineering, a support template for turning over roof beam construction down is related to.
Background
In building engineering, a beam column system is a common building structure form, wherein a downward turning beam is particularly common in building foundations, such as the downward turning beam is often used in the building process of house construction and subway stations. In the construction process of the traditional downward turning beam, the brick moulding bed is constructed after excavation, the labor cost is high, and the construction efficiency is low. In the face of foundation which is tens of thousands of flat in large building projects, the downward turning beam which is as long as thousands of meters usually occupies longer construction time, and the construction efficiency of the building engineering is influenced.
Therefore, it is needed to design a supporting formwork for downward-turning beam construction to solve the technical problems in the prior art.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the partial technical problem that exists among the prior art to a certain extent at least, the support template for turning over the roof beam construction down that provides, its is rational in infrastructure, and it is convenient to be under construction, and constructor turns over the slot of roof beam construction down, and accurate adjustment supporting component's length has effectively improved the construction scope of support template.
In order to solve the technical problem, the utility model provides a supporting template for downward turning beam construction, which comprises a vertical plate component and a supporting component, wherein the supporting component is horizontally arranged between a pair of vertical plate components; the support component comprises a screw rod, a sleeve and a locking part, the screw rod is connected in the sleeve in a threaded manner, and the locking part is arranged on the screw rod and abutted against the inner side surface of the vertical plate component; the vertical plate assembly comprises a main steel plate, a transverse rib and a longitudinal rib, the transverse rib is horizontally arranged on the side part of the main steel plate, and the longitudinal rib is perpendicular to the transverse rib and is fixed by a connecting assembly; coupling assembling includes the connecting rod, the connecting rod passes main steel sheet, violently stupefied and indulge stupefied, its upper portion cover is equipped with the backing plate and is fixed by the lock mother.
As a preferred embodiment, the main steel plate is a steel plate having a thickness of 10 mm.
As a preferred embodiment, the transverse ribs are made of square steel, and the number of the transverse ribs is multiple.
In a preferred embodiment, the transverse ribs are welded to the side portions of the main steel plate at regular intervals.
In a preferred embodiment, the longitudinal ribs are a pair of channel steel which are arranged at intervals; the connecting rod of the connecting component penetrates through a gap between the channel steels, and the base plate is pressed against the side faces of the channel steels.
As a preferred embodiment, the number of the longitudinal ridges is a pair, and the longitudinal ridges are arranged at the side part of the vertical plate assembly at intervals.
In a preferred embodiment, the top of the longitudinal edge is provided with a hanging plate.
As a preferred embodiment, the vertical plate assembly further comprises a diagonal rod, one end of the diagonal rod is connected to the longitudinal edge, and the other end of the diagonal rod is connected to the main steel plate.
As a preferred embodiment, the longitudinal ridges are provided with a plurality of gripping portions therebetween.
In a preferred embodiment, the grip portion has a U-shaped structure, and is formed by bending a reinforcing bar and is welded to a side surface of the main steel plate.
The utility model discloses beneficial effect:
the utility model provides a pair of a supporting template for turning over roof beam construction down, its is rational in infrastructure, and it is convenient to be under construction, and constructor is according to the slot of turning over the roof beam construction down, and accurate adjustment supporting component's length has effectively improved supporting template's construction scope.
Drawings
The above advantages of the present invention will become more apparent and more readily appreciated from the detailed description taken in conjunction with the following drawings, which are given by way of illustration only and do not limit the present invention, and in which:
fig. 1 is a schematic structural diagram of a supporting template for downward turning beam construction according to the present invention;
FIG. 2 is a schematic view of one embodiment of the support form of the present invention;
FIG. 3 is a schematic structural view of the corresponding support assembly of FIG. 2;
fig. 4 is a partial enlarged view of the support assembly of the present invention.
In the drawings, the reference numerals denote the following components:
10. a vertical plate assembly;
11. a main steel plate;
12. transverse corrugation;
13. longitudinal corrugation;
14. a connection assembly; 14a, a connecting rod; 14b, a backing plate; 14c, locking nut;
15. a hanger plate;
16. an oblique rod;
17. a grip portion;
20. a support assembly;
21. a screw;
22. a sleeve;
23. a locking portion.
Detailed Description
Fig. 1 to 4 are related schematic views of a supporting formwork for a downward turning beam construction according to the present application, and the present invention will be described in detail below with reference to specific embodiments and accompanying drawings.
The embodiments described herein are specific embodiments of the present invention, and are intended to be illustrative of the concepts of the present invention, which are intended to be illustrative and exemplary, and should not be construed as limiting the scope of the embodiments of the present invention. In addition to the embodiments described herein, those skilled in the art will be able to employ other technical solutions which are obvious based on the disclosure of the claims and the specification of the present application, and these technical solutions include technical solutions which make any obvious replacement or modification for the embodiments described herein.
The drawings in the present specification are schematic views to assist in explaining the concept of the present invention, and schematically show the shapes of the respective portions and the mutual relationships thereof. It should be noted that for the sake of clarity in showing the structures of the various components of the embodiments of the present invention, the drawings are not drawn to the same scale. Like reference numerals are used to denote like parts.
A schematic structure for turning over support template of roof beam construction down, as shown in fig. 1 to fig. 4. The supporting template for the construction of the downward turning beam comprises a vertical plate assembly 10 and a supporting assembly 20, wherein the supporting assembly 20 is horizontally arranged between a pair of vertical plate assemblies 10.
During construction, will the supporting template is placed in waiting to be under construction to turn over the roof beam slot, adjusts the length of supporting component 20 for the side of riser subassembly 10 butt in turning over the roof beam recess down can directly pour the concrete and form and turn over the roof beam down, has effectively improved the efficiency of construction.
Further, the support assembly 20 includes a screw 21, a sleeve 22 and a locking portion 23, as shown in fig. 1, the screw 21 is screwed into the sleeve 22, and the locking portion 23 is disposed on the screw 21 and abuts against an inner side surface of the riser assembly 10. Rotating the screw 21 can adjust the length of the assembly formed by the screw 21 and the sleeve 22 to adjust the position of the riser assembly 10.
Further, the vertical plate assembly 10 includes a main steel plate 11, a transverse ridge 12 and a longitudinal ridge 13, as shown in fig. 3 and 4, the transverse ridge 12 is horizontally disposed on a side portion of the main steel plate 11, and the longitudinal ridge 13 is perpendicular to the transverse ridge 12 and fixed by a connecting assembly 14; the connecting assembly 14 comprises a connecting rod 14a, the connecting rod 14a penetrates through the main steel plate 11, the transverse rib 12 and the longitudinal rib 13, and a backing plate 14b is sleeved on the upper portion of the connecting rod 14a and fixed by a locking nut 14c.
In the utility model discloses, main steel sheet 11 is thickness 10 mm's steel sheet. Horizontal stupefied 12 is square steel, and its quantity is a plurality of, horizontal stupefied 12 interval evenly weld in the lateral part of main steel sheet 11.
In the embodiment shown in fig. 2, the longitudinal ribs 13 are a pair of channel steel which are arranged at intervals; the connecting rod 14a of the connecting component 14 passes through the gap between the channel steels, and as shown in fig. 4, the backing plate 14b is pressed against the side surfaces of the channel steels.
Further, the longitudinal ribs 13 are paired and spaced apart from the side of the riser assembly 10. The top of the longitudinal edge 13 is provided with a hanging plate 15.
In fig. 3, the vertical plate assembly 10 further includes a diagonal rod 16, one end of the diagonal rod 16 is connected to the longitudinal edge 13, and the other end of the diagonal rod 16 is connected to the main steel plate 11, so as to ensure the structural strength of the vertical plate assembly 10. Furthermore, gripping portions 17 are arranged between the longitudinal ridges 13, and the number of the gripping portions 17 is multiple, so that the vertical plate assembly 10 can be conveniently gripped and lifted.
In some embodiments, the grip 17 has a U-shaped structure, which is formed by bending a steel bar and is welded to the side of the main steel plate 11. Specifically, the grip 17 may be formed by bending a steel bar having a diameter of 10 mm.
Compare in prior art's shortcoming and not enough, the utility model provides a pair of a supporting template for turning over roof beam construction down, its is rational in infrastructure, and it is convenient to be under construction, and constructor is according to the slot of turning over the roof beam construction down, and accurate adjustment supporting component's length has effectively improved supporting template's construction scope.
The present invention is not limited to the above embodiments, and any person can obtain other products in various forms without regard to the shape or structure of the product, and the technical solution of the present invention is the same as or similar to that of the present invention, and all of them fall within the protection scope of the present invention.
Claims (10)
1. The supporting template for downward turning beam construction is characterized by comprising a vertical plate assembly (10) and a supporting assembly (20), wherein the supporting assembly (20) is horizontally arranged between a pair of vertical plate assemblies (10); the supporting component (20) comprises a screw rod (21), a sleeve (22) and a locking part (23), the screw rod (21) is connected in the sleeve (22) in a threaded mode, and the locking part (23) is arranged on the screw rod (21) and abuts against the inner side face of the vertical plate component (10); the vertical plate assembly (10) comprises a main steel plate (11), a transverse rib (12) and a longitudinal rib (13), wherein the transverse rib (12) is horizontally arranged on the side part of the main steel plate (11), and the longitudinal rib (13) is perpendicular to the transverse rib (12) and is fixed by a connecting assembly (14); coupling assembling (14) are including connecting rod (14 a), connecting rod (14 a) pass main steel sheet (11), violently stupefied (12) and indulge stupefied (13), and its upper portion cover is equipped with backing plate (14 b) and is fixed by lock mother (14 c).
2. A supporting template according to claim 1, characterised in that the main steel plate (11) is a steel plate with a thickness of 10 mm.
3. The supporting formwork according to claim 1, characterized in that said transversal ridges (12) are square steel, the number of which is multiple.
4. The supporting formwork according to claim 3, characterized in that the transverse ridges (12) are welded at regular intervals to the sides of the main steel sheet (11).
5. The supporting formwork according to claim 1, characterized in that said longitudinal ridges (13) are a pair of channel bars, spaced apart; the connecting rod (14 a) of the connecting component (14) penetrates through a gap between the channel steels, and the backing plate (14 b) is pressed against the side faces of the channel steels.
6. A supporting formwork according to claim 1, characterized in that said longitudinal ridges (13) are in a pair in number, spaced apart on the sides of the riser assembly (10).
7. The supporting formwork according to claim 1, characterized in that the top of the longitudinal ridges (13) is provided with a hanging board (15).
8. A supporting formwork according to claim 1, characterized in that the riser assembly (10) further comprises a diagonal bar (16), one end of the diagonal bar (16) being connected to the longitudinal edge (13) and the other end thereof being connected to the main steel plate (11).
9. Support formwork according to claim 5, characterized in that between said longitudinal ridges (13) there are arranged gripping portions (17), said gripping portions (17) being in number of a plurality.
10. A supporting formwork according to claim 9, wherein the gripping portion (17) is a U-shaped structure bent from a steel bar and welded to the side of the main steel plate (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221019967.0U CN218623296U (en) | 2022-04-29 | 2022-04-29 | Supporting template for downward turning beam construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221019967.0U CN218623296U (en) | 2022-04-29 | 2022-04-29 | Supporting template for downward turning beam construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218623296U true CN218623296U (en) | 2023-03-14 |
Family
ID=85420475
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221019967.0U Active CN218623296U (en) | 2022-04-29 | 2022-04-29 | Supporting template for downward turning beam construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218623296U (en) |
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2022
- 2022-04-29 CN CN202221019967.0U patent/CN218623296U/en active Active
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