CN210066812U - Reinforced earth retaining wall panel pouring template - Google Patents
Reinforced earth retaining wall panel pouring template Download PDFInfo
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- CN210066812U CN210066812U CN202020013657.2U CN202020013657U CN210066812U CN 210066812 U CN210066812 U CN 210066812U CN 202020013657 U CN202020013657 U CN 202020013657U CN 210066812 U CN210066812 U CN 210066812U
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Abstract
The utility model belongs to the field of template pouring and discloses a reinforced earth retaining wall panel pouring template, which comprises a right-angle bracket, wherein the right-angle bracket is formed by connecting a vertical truss and a horizontal truss; one end of the horizontal truss is connected with the top of the vertical truss, and the other end of the horizontal truss is provided with a balancing weight I; the top of the vertical truss is connected with the horizontal truss, and the outer side of the bottom of the vertical truss is provided with an assembling block II; the lower surface of the horizontal truss is provided with a chain block, and the bottom of a guide chain of the chain block is connected with the panel template; two telescopic flanges which are vertically arranged are arranged between the vertical truss and the panel template; one end of the telescopic flange is connected with the vertical truss, and the other end of the telescopic flange is connected with the panel template. The reinforced retaining wall panel pouring template has the advantages of saving the time for removing and installing the support template and shortening the construction period; the utility model discloses structural security is strong, guarantees the panel wholeness, and rigidity is big, and the deformation is little, and mechanical properties is stable, has the value of popularization and application.
Description
Technical Field
The utility model relates to a template is pour to reinforced earth barricade panel belongs to the template field of pouring in the construction.
Background
As a light supporting and retaining structure, the reinforced retaining wall is widely applied to the field of civil engineering and can be divided into two types according to the composition of a panel: block type reinforced retaining wall, integral reinforced retaining wall.
The block type reinforced retaining wall finger panel is composed of prefabricated building blocks. The reinforced earth retaining wall panel in the panel form has the advantages of changeable building block styles, attractive structure, prefabricated production and rapid construction, can shorten the construction period and obviously reduce the construction cost, but the existing research shows that the panel formed by the prefabricated building blocks has smaller integral rigidity, larger wall deformation and insufficient anti-seismic performance.
The integral reinforced retaining wall is formed by integral cast-in-place concrete. The reinforced earth retaining wall panel in the panel form has the advantages of high overall rigidity, small wall deformation, good structural stability and good anti-seismic effect. But the cast-in-place process is complex, the template supporting difficulty is high, and the cost is high.
At present, the template construction structure of the integral cast-in-place panel reinforced retaining wall still has the problems of low construction efficiency, poor pouring quality and low safety factor, and a superior structure aiming at the integral reinforced retaining wall cast-in-place panel template does not exist, so how to avoid the problems becomes a technical problem which needs to be solved urgently by technical personnel in the field.
Disclosure of Invention
For overcoming the problem that exists among the correlation technique, the utility model provides a template is pour to the native barricade panel that construction process is simple, use convenient structure, and can reach the integral rigidity requirement.
In order to realize the purpose, the utility model discloses a technical scheme be: the utility model provides a template is pour to reinforced earth retaining wall panel which characterized in that: the device comprises a right-angle bracket, wherein the right-angle bracket is formed by connecting a vertical truss and a horizontal truss; one end of the horizontal truss is connected with the top of the vertical truss, and the other end of the horizontal truss is provided with a balancing weight I; the outer side of the bottom of the vertical truss is provided with an assembling block II; the lower surface of the horizontal truss is provided with a chain block, and the bottom of a guide chain of the chain block is connected with the panel template; two telescopic flanges which are vertically arranged are arranged between the vertical truss and the panel template; one end of the telescopic flange is connected with the vertical truss, and the other end of the telescopic flange is connected with the panel template.
And triangular supports are arranged on the outer sides of the vertical trusses.
And support ribs are arranged inside the triangular supports.
The telescopic flange is composed of positioning nuts at two ends and a flange rod in the middle.
Reinforcing steel ribs are arranged on the outer side of the panel template in a crossed mode, and one end of the telescopic flange is connected with the reinforcing steel ribs through positioning nuts.
The vertical truss is provided with a through hole, and one end of the telescopic flange is connected with the vertical truss through a positioning nut.
And channel steel is arranged on the bottom surface of the horizontal truss.
The utility model has the advantages that:
by adopting the structure, the utility model adopts the panel template with adjustable height, two layers of panels are poured from bottom to top, the template is directly lifted to the pouring height by the chain block, the time for removing and installing the template is saved, and the construction efficiency is improved; the slope ratio of the wall surface can be directly adjusted to a design value through the double flanges; the problem of because of the shingle nail height is too high and lead to scaffold frame to set up the difficulty is overcome, and factor of safety obtains improving.
Drawings
Fig. 1 is a perspective view of the present invention.
Fig. 2 is a front view of the present invention.
Fig. 3 is a side view of the present invention.
Fig. 4 is a top view of the present invention.
Fig. 5 is the schematic view of the cooperation state of the middle telescopic flange, the vertical truss and the panel template.
Shown in the figure: 1. the novel high-strength steel plate concrete beam comprises a panel template, 2 parts of a vertical truss, 3 parts of a guide chain, 4 parts of a chain block, 5 parts of a cross brace, 6 parts of a balancing weight I, 7 parts of a telescopic flange, 7-1 parts of a positioning nut, 7-2 parts of a flange rod, 8 parts of a triangular support, 9 parts of a channel steel, 10 parts of a horizontal truss, 11 parts of a balancing weight II.
Detailed Description
The present invention will be further explained with reference to the drawings and examples. Where the description refers to the accompanying drawings, the same numbers in different drawings represent the same or similar elements, unless otherwise indicated. The embodiments described in the following exemplary embodiments do not represent all embodiments consistent with the present invention. Rather, they are merely examples of apparatus consistent with certain aspects of the invention, as detailed in the appended claims.
A reinforced retaining wall panel pouring template comprises a right-angle support, wherein the right-angle support is formed by connecting a vertical truss 2 and a horizontal truss 10; one end of the horizontal truss 10 is connected with the top of the vertical truss 2, and the other end is provided with a balancing weight I6; the top of the vertical truss 2 is connected with the horizontal truss 10, and the outer side of the bottom is provided with an assembling block II 11; the lateral pressure generated by concrete pouring is smaller than the reaction force of the counterweight pre-pressing block, and the overall stability of the formwork support is controllable. The outer side of the vertical truss 2 is provided with a triangular support 8, and a support rib is arranged inside the triangular support 8. The bottom surface of the horizontal truss 10 is provided with a channel steel 9.
The lower surface of the horizontal truss 10 is provided with a chain block 4, and the bottom of a guide chain 3 of the chain block 4 is connected with the panel template 1; two telescopic flanges 7 which are vertically arranged are arranged between the vertical truss 2 and the panel template 1; one end of the telescopic flange 7 is connected with the vertical truss 2, and the other end of the telescopic flange 7 is connected with the panel template 1.
The telescopic flange 7 consists of positioning nuts 7-1 at two ends and a flange rod 7-2 in the middle.
Reinforcing ribs are arranged on the outer side of the panel template 1 in a cross mode, and one end of the telescopic flange 7 is connected with the reinforcing ribs through a positioning nut 7-1. The vertical truss 2 is provided with a through hole, and the other end of the telescopic flange 7 connects the telescopic flange 7 with the vertical truss 2 through a positioning nut 7-1.
Example 1:
a panel template 1 can be provided with a plurality of support systems along the length direction in a matching manner, so that the stability and reliability of the work can be ensured. The horizontal truss 10 is provided with one cross brace 5 every 2m, so that the truss system is prevented from moving, and the overall stability of the truss system is improved.
The panel template 1 is formed by splicing 24 steel templates with the length of 25m and the height of 1.2m, wherein the steel templates are 2m multiplied by 0.6m and 2 steel templates with the length of 1.6 m, and the panel template is hung on a cross brace 5 through 8 groups of chain blocks 4 and guide chains 3. The vertical truss 2 that adopts 9I-steel as the support, interval 3m, through 8 chain block 4 and guide chain 3 of group rise the template to appointed height, realize the successive layer and pour, saved a large amount of time of demolising, installation template and scaffold frame, and factor of safety compares in the scaffold frame construction and has great improvement.
The right angle truss system of constituteing by vertical truss 2 and horizontal truss 10 is consolidated through triangular supports 8, has better stability and bearing capacity, and the balancing weight is placed respectively at the both ends of right angle truss system, sets up on reinforcement body embankment through channel-section steel 9, increases the frictional force of truss and roadbed face.
The vertical truss 2 is connected with the template 1 through the telescopic flanges 7, and the gradient of the panel can be set by adjusting the telescopic distance of the two telescopic flanges 7. Specifically, one end of the telescopic flange 7 is connected with the vertical truss 2, and the other end of the telescopic flange 7 is connected with the panel template 1. The length of the flange rod between the vertical truss 2 and the panel template 1 is adjusted, so that the angle of the panel template 1 is adjusted. The vertical truss 2 is provided with four through holes at corresponding positions, a pair of through holes is arranged at the lower part of the vertical truss, and a pair of through holes is arranged at the upper part of the vertical truss. After the lower structure is poured, the flange rods 7-2 are dismounted, and the panel template 1 is lifted by the chain block 4. When the panel template 1 rises to a specified height, the telescopic flanges 7 are installed, and the lengths of the upper flange rod 7 and the lower flange rod 2 are adjusted, so that the angle of the panel template 1 is adjusted again.
Claims (7)
1. The utility model provides a template is pour to reinforced earth retaining wall panel which characterized in that: the device comprises a right-angle bracket, wherein the right-angle bracket is formed by connecting a vertical truss (2) and a horizontal truss (10); one end of the horizontal truss (10) is connected with the top of the vertical truss (2), and the other end is provided with a balancing weight I (6); an assembling block II (11) is arranged on the outer side of the bottom of the vertical truss (2); the lower surface of the horizontal truss (10) is provided with a chain block (4), and the bottom of a guide chain (3) of the chain block (4) is connected with the panel template (1); two telescopic flanges (7) which are vertically arranged are arranged between the vertical truss (2) and the panel template (1); one end of the telescopic flange (7) is connected with the vertical truss (2), and the other end of the telescopic flange (7) is connected with the panel template (1).
2. The reinforced retaining wall panel pouring template as claimed in claim 1, wherein: and triangular supports (8) are arranged on the outer sides of the vertical trusses (2).
3. The reinforced retaining wall panel pouring template as claimed in claim 2, wherein: and support ribs are arranged inside the triangular supports (8).
4. The reinforced retaining wall panel pouring template as claimed in claim 1, wherein: the telescopic flange (7) consists of positioning nuts (7-1) at two ends and a flange rod (7-2) in the middle.
5. The reinforced retaining wall panel pouring template as claimed in claim 4, wherein: reinforcing steel ribs are arranged on the outer side of the panel template (1) in a crossed mode, and one end of the telescopic flange (7) is connected with the reinforcing steel ribs through positioning nuts (7-1).
6. The reinforced retaining wall panel pouring template as claimed in claim 4, wherein: the vertical truss (2) is provided with a through hole, and one end of the telescopic flange (7) is connected with the telescopic flange (7) and the vertical truss (2) through a positioning nut (7-1).
7. The reinforced retaining wall panel pouring template as claimed in claim 1, wherein: and channel steel (9) is arranged on the bottom surface of the horizontal truss (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020013657.2U CN210066812U (en) | 2020-01-06 | 2020-01-06 | Reinforced earth retaining wall panel pouring template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020013657.2U CN210066812U (en) | 2020-01-06 | 2020-01-06 | Reinforced earth retaining wall panel pouring template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210066812U true CN210066812U (en) | 2020-02-14 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020013657.2U Active CN210066812U (en) | 2020-01-06 | 2020-01-06 | Reinforced earth retaining wall panel pouring template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210066812U (en) |
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2020
- 2020-01-06 CN CN202020013657.2U patent/CN210066812U/en active Active
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