CN115711034A - Formwork supporting structure and construction method thereof - Google Patents
Formwork supporting structure and construction method thereof Download PDFInfo
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- CN115711034A CN115711034A CN202211385020.6A CN202211385020A CN115711034A CN 115711034 A CN115711034 A CN 115711034A CN 202211385020 A CN202211385020 A CN 202211385020A CN 115711034 A CN115711034 A CN 115711034A
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- rod
- movable
- movable rod
- template
- limiting rod
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Abstract
The invention relates to a template supporting structure, comprising: two main templates which are arranged oppositely; a movable rod positioned between the two main templates; a plurality of fixed blocks which are arranged on the rod body of the movable rod at intervals; the movable plates are sleeved on the rod body of the movable rod and are arranged corresponding to the fixed blocks; the height mark of the end part of the limiting rod connected with the inner wall of the main template is matched with the height mark of the limiting rod; the movable plate moves downwards along the movable rod under the action of the gravity of the movable plate and is arranged on the top surface of the fixed block, so that the limiting rod is driven to rotate to be horizontal and is supported between the movable plate and the main template.
Description
Technical Field
The invention relates to the field of building engineering, in particular to a formwork supporting structure and a construction method thereof.
Background
With the development and the growth of engineering construction, the construction procedures of template erection, reinforcement and the like cannot be performed by personnel in narrow space or narrow cavity in structural design.
The conventional operation method for the narrow space and the narrow cavity is that personnel or narrow space are directly poured, but the construction use function is influenced, the design requirement is not met, meanwhile, the method can cause safety accidents, firstly, the narrow cavity cannot meet the requirement that the personnel enter the operation, and even though the personnel with small stature can enter the limited space for operation, the larger safety accidents can easily happen and the larger potential safety hazards exist.
Disclosure of Invention
The main body structure is placed in a narrow space, the hydraulic cylinder pushes the movable rod to descend and drives the limiting piece to abut against the rod body of the movable rod and support the movable rod and the main body structure, so that the effect of supporting the main body structure is achieved, and concrete is poured into the main body structure.
The technical scheme for realizing the aim is that the template supporting structure comprises:
two main templates which are arranged oppositely;
a movable rod positioned between the two main templates;
a plurality of fixed blocks which are arranged on the rod body of the movable rod at intervals;
the movable plates are sleeved on the rod body of the movable rod and are arranged corresponding to the fixed blocks; and
the limiting rod is rotatably connected with the movable plate at one end and rotatably connected with the inner wall of the main template at the other end, and the elevation of the end part of the limiting rod connected with the inner wall of the main template is matched with the elevation of the limiting rod;
the movable plate moves downwards along the movable rod under the action of the gravity of the movable plate and is arranged on the top surface of the fixed block, so that the limiting rod is driven to rotate to be horizontal and is supported between the movable plate and the main template.
Further, the method also comprises the following steps: be fixed in the restriction pole is kept away from the one side of master template and the oblique fagging that sets up in the slant, the other end of oblique fagging is to being close to the direction of movable rod extends, works as the fly leaf is arranged in when the top surface of fixed block, the extension end of oblique fagging supports and props the pole body of movable rod.
Further, the method also comprises the following steps: the clamping block is fixedly installed on the main template, the top surface of the clamping block corresponds to the clamping opening of the limiting rod, and the limiting rod is clamped on the clamping block through the clamping opening.
Further, the method also comprises the following steps: and the hydraulic cylinder is arranged at the top of the movable rod and can be telescopically adjusted.
Further, the method also comprises the following steps: and the sensor is in control connection with the hydraulic cylinder to detect the height of concrete poured outside the main template, and when the sensor detects that the concrete is poured to a certain height, the hydraulic cylinder is controlled to contract to drive the movable rod to move upwards.
Further, the method also comprises the following steps: and the guide lock chain is fixedly arranged at the top of the movable rod.
The invention also provides a construction method, which comprises the following steps:
providing the template supporting structure, and placing the main template in a space to be poured;
the movable plate moves downwards along the movable rod under the action of the gravity of the movable plate, is arranged on the top surface of the fixed block, and drives the limiting rod to rotate horizontally and support between the movable plate and the supporting template;
and pouring concrete outside the main template.
Further, the method also comprises the following steps: an inclined supporting plate fixedly arranged on the limiting rod and arranged obliquely upwards;
when the movable plate is arranged on the top surface of the fixed block, the extending end of the inclined supporting plate is supported on the movable rod and prevents the movable rod from continuously descending.
Further, the method also comprises the following steps: the hydraulic cylinder is arranged at the top of the movable rod and can be adjusted in a telescopic mode, and the sensor is connected with the hydraulic cylinder in a control mode;
the pouring height of concrete poured outside the main template is detected through the sensor, and after the concrete is poured to a set height, the sensor controls the hydraulic cylinder to contract and drive the movable rod to lift and drive the limiting rod to rotate, so that the limiting rod is in an inclined shape.
Further, the method also comprises the following steps: the lock guiding chain is fixedly arranged at the top of the movable rod;
and lowering the movable rod into a space to be poured by utilizing the guide and lock chain.
Compared with the prior art, the invention has the following beneficial effects:
through inciting somebody to action the major structure is placed in narrow and small space, and through the pneumatic cylinder promotes the movable rod descends and drives the restriction piece support in the pole body of movable rod supports the movable rod with thereby the major structure reaches the support the effect of major structure pour concrete in the major structure.
Drawings
Fig. 1 is a schematic structural diagram of a formwork supporting structure according to the present invention.
Fig. 2 is a diagram illustrating an implementation effect of a formwork supporting structure according to the present invention.
Illustration of the drawings: 1. a hydraulic cylinder; 2. a master template; 3. a movable rod; 4. a diagonal bracing plate; 5. a movable plate; 6. a restraining bar; 7. a fixed block; 9. a sensor; 10. and a chain guide.
Detailed Description
The invention is further described with reference to the following figures and specific examples.
Referring to fig. 1 and 2, a formwork supporting structure includes: two main templates 2 which are arranged oppositely; a movable bar 3 positioned between the two master templates 2; a plurality of fixed blocks 7 arranged at intervals on the body of the movable rod 3; the movable plates 5 are sleeved on the rod body of the movable rod 3 and are arranged on the top surface of the fixed block 7; and a limiting rod 6 having one end rotatably connected to the movable plate 5 and the other end rotatably connected to the inner wall of the main template 2, wherein the elevation of the end of the limiting rod 6 connected to the inner wall of the main template 2 matches the elevation of the limiting rod 6; (ii) a The movable plate 5 moves downwards along the movable rod under the action of the gravity of the movable plate and is arranged on the top surface of the fixed block 7, so that the limiting rod 6 is driven to rotate to be horizontal and is supported between the movable rod 3 and the main template 2.
In the present invention, a preferred embodiment is: the movable plate 5 is placed on the top surface of the fixed block 7, the limiting rod 6 descends due to the action of gravity and pushes against the main templates 2 on both sides, so that the relative distance between the two main templates 2 is increased, and concrete is poured outside the main templates 2 at the moment.
Further, the method also comprises the following steps: one side of the inclined supporting plate 4 is fixed on the side, far away from the main template 2, of the limiting rod 6, the other side of the inclined supporting plate 4 inclines upwards and is close to the movable rod 3, and when the movable plate 5 is arranged on the top surface of the fixed block 7, the other side of the inclined supporting plate 4 supports against the rod body of the movable rod 3.
In the present invention, a preferred embodiment is: in the concrete pouring process, the concrete outside the main formwork 2 continuously applies pushing force to the main formwork 2 towards the inside of the main formwork 2, the pushing force is transmitted to the movable plate 5 through the limiting rod 6, the movable plate 5 is forced to move along the movable rod 3, and the inclined supporting plate 4 obliquely supports the movable plate 5 to clamp the movable rod 3 and avoid the movement of the movable plate 5.
Further, the method also comprises the following steps: the top surface of the clamping block corresponds to the clamping opening of the limiting rod 6, and the limiting rod 6 is clamped by the clamping opening to form the clamping block.
In the present invention, a preferred embodiment is: after the main template 2 is erected and established, the movable rod 3 drives the fixed block 7 to move upwards through pulling upwards, the fixed block 7 can drive in the process of moving upwards the movable plate 5 moves together, the movable plate 5 drives the rotating rod to separate from the clamping block, and recycling is facilitated.
Furthermore, the clamping block is arranged corresponding to the fixing block. In the present application, a preferred embodiment is: the clamping block is slightly higher than the fixed block by a certain distance, when concrete is poured, the concrete exerts inward pushing force on the main template 2, the pushing force is transmitted to the movable plate 5 through the limiting rod, and the clamping block is arranged above the fixed block, so that the movable plate 5 can be prevented from moving upwards due to the pushing force.
Further, the method also comprises the following steps: and the hydraulic cylinder 1 is arranged at the top of the movable rod 3 and can be telescopically adjusted. The hydraulic cylinder 1 can be brought out of the movable plate 5 and the restricting lever 6.
Further, the method also comprises the following steps: and the sensor 9 is in control connection with the hydraulic cylinder 1 to detect the height of concrete poured outside the main template 2, and when the sensor 9 detects that the concrete is poured to a certain height, the hydraulic cylinder 1 is controlled to contract and the movable rod 3 is driven to move upwards. .
Further, a lock chain 10 is fixedly installed on the top of the movable rod 3. The chain guide 10 can facilitate fine adjustment of the movable rod 3.
The invention also provides a construction method, which comprises the following steps: providing the template supporting structure, and placing the main template 2 in a space to be poured; the movable plate 5 moves downwards along the movable rod 3 under the action of self gravity, is arranged on the top surface of the fixed block 7, and drives the limiting rod 6 to rotate to be horizontal and prop between the movable plate 5 and the supporting template; and concrete is poured outside the main template 2.
Further, the method also comprises the following steps: an inclined supporting plate 4 which is fixedly arranged on the limiting rod 6 and is arranged obliquely upwards;
when the movable plate 5 is arranged on the top surface of the fixed block 7, the extending end of the inclined supporting plate 4 is supported on the movable rod 3 and prevents the movable rod 3 from continuously descending.
Further, the method also comprises the following steps: the hydraulic cylinder 1 is arranged at the top of the movable rod 3, and the sensor 9 is in control connection with the hydraulic cylinder 1;
the pouring height of concrete poured outside the main formwork 2 is detected through the sensor 9, and after the concrete is poured to a set height, the sensor 9 controls the hydraulic cylinder 1 to contract and drive the movable rod 3 to lift and drive the limiting rod 6 to rotate, so that the limiting rod 6 is inclined.
Further, the method also comprises the following steps: a lock guiding chain 10 fixedly installed on the top of the movable rod 3;
and the guide chain 10 is utilized to place the lower part of the movable plate 5 into a space needing pouring.
The following describes a procedure of using a formwork support structure according to the present invention.
The main template 2 and the movable rod 3 are lowered through the lock guiding chain 10, after lowering is completed, the movable plate 5 moves downwards along the rod body of the movable rod 3 and is placed on the top surface of the fixed block so as to drive the limiting rod 6 to rotate horizontally and abut against and support between the movable plate 5 and the main template 2, concrete is poured outside the main template 2, the inclined supporting plate 4 of the limiting rod 6 abuts against and supports the movable rod 3 so as to prevent the limiting rod 6 from rotating, after pouring is completed, the sensor 9 detects that the concrete reaches a preset height, the sensor 9 drives the fixed block 7 to move upwards through the hydraulic cylinder 1, and the fixed block 7 drives the movable plate 5 above to move and drives the main template 2 to be separated from a pouring tunnel so as to be used next time.
While the present invention has been described in detail and with reference to the embodiments thereof as illustrated in the accompanying drawings, it will be apparent to one skilled in the art that various changes and modifications can be made therein. Therefore, certain details of the embodiments should not be construed as limitations of the invention, except insofar as the following claims are interpreted to cover the invention.
Claims (10)
1. The utility model provides a template props up establishes structure which characterized by: the method comprises the following steps:
two main templates which are arranged oppositely;
the movable rod is positioned between the two main templates;
a plurality of fixed blocks which are arranged on the rod body of the movable rod at intervals;
the movable plates are sleeved on the rod body of the movable rod and are arranged corresponding to the fixed blocks; and
the limiting rod is connected with the movable plate in a rotating mode at one end and is connected with the inner wall of the main template at the other end in a rotating mode, and the elevation of the end part, connected with the inner wall of the main template, of the limiting rod is matched with the elevation of the limiting rod;
the movable plate moves downwards along the movable rod under the action of the gravity of the movable plate and is arranged on the top surface of the fixed block, so that the limiting rod is driven to rotate to be horizontal and is supported between the movable plate and the main template.
2. A formwork bracing structure according to claim 1, wherein: further comprising: be fixed in the restriction pole is kept away from the one side of master template and the oblique fagging that sets up in the slant, the other end of oblique fagging is to being close to the direction of movable rod extends, works as the fly leaf is arranged in when the top surface of fixed block, the extension end of oblique fagging supports and props the pole body of movable rod.
3. A formwork supporting structure as claimed in claim 1, wherein: further comprising: the clamping block is fixedly installed on the main template, the top surface of the clamping block corresponds to the clamping opening of the limiting rod, and the limiting rod is clamped on the clamping block through the clamping opening.
4. A formwork supporting structure as claimed in claim 1, wherein: further comprising: and the hydraulic cylinder is arranged at the top of the movable rod and can be telescopically adjusted.
5. A formwork support structure as claimed in claim 4, wherein: further comprising: and the sensor is in control connection with the hydraulic cylinder to detect the height of concrete poured outside the main formwork, and when the sensor detects that the concrete is poured to a certain height, the hydraulic cylinder is controlled to contract to drive the movable rod to move upwards.
6. A formwork bracing structure according to claim 1, wherein: further comprising: and the guide lock chain is fixedly arranged at the top of the movable rod.
7. A construction method of a formwork erection structure according to claim 1, characterized in that: the method comprises the following steps:
providing the template supporting structure, and placing the main template in a space to be poured;
the movable plate moves downwards along the movable rod under the action of the gravity of the movable plate, is arranged on the top surface of the fixed block and drives the limiting rod to rotate to be horizontal and prop between the movable plate and the supporting template;
and pouring concrete outside the main template.
8. The method of constructing a formwork erection structure according to claim 6, wherein: further comprising: an inclined supporting plate which is fixedly arranged on the limiting rod and is arranged obliquely upwards;
when the movable plate is arranged on the top surface of the fixed block, the extending end of the inclined supporting plate is supported on the movable rod and prevents the movable rod from continuously descending.
9. The method of constructing a formwork erection structure according to claim 6, wherein: further comprising: the hydraulic cylinder is arranged at the top of the movable rod and can be adjusted in a telescopic mode, and the sensor is connected with the hydraulic cylinder in a control mode;
the pouring height of concrete poured outside the main template is detected through the sensor, and after the concrete is poured to a set height, the sensor controls the hydraulic cylinder to contract and drive the movable rod to lift and drive the limiting rod to rotate, so that the limiting rod is in an inclined shape.
10. The method of constructing a formwork erection structure according to claim 6, wherein: further comprising: the lock guiding chain is fixedly arranged at the top of the movable rod;
and lowering the movable rod into a space needing to be poured by utilizing the guide chain.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211385020.6A CN115711034A (en) | 2022-11-07 | 2022-11-07 | Formwork supporting structure and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211385020.6A CN115711034A (en) | 2022-11-07 | 2022-11-07 | Formwork supporting structure and construction method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN115711034A true CN115711034A (en) | 2023-02-24 |
Family
ID=85232338
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202211385020.6A Pending CN115711034A (en) | 2022-11-07 | 2022-11-07 | Formwork supporting structure and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN115711034A (en) |
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2022
- 2022-11-07 CN CN202211385020.6A patent/CN115711034A/en active Pending
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