CN219637915U - Pool body outer wall template reinforcing frame body with slope rate - Google Patents
Pool body outer wall template reinforcing frame body with slope rate Download PDFInfo
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- CN219637915U CN219637915U CN202320595664.1U CN202320595664U CN219637915U CN 219637915 U CN219637915 U CN 219637915U CN 202320595664 U CN202320595664 U CN 202320595664U CN 219637915 U CN219637915 U CN 219637915U
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- template
- supporting component
- slope
- reinforcing frame
- body outer
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- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 18
- 230000008093 supporting effect Effects 0.000 claims abstract description 54
- 238000009415 formwork Methods 0.000 claims description 11
- 230000002787 reinforcement Effects 0.000 claims description 4
- 230000000149 penetrating effect Effects 0.000 claims description 3
- 210000005056 cell body Anatomy 0.000 claims description 2
- 210000001503 joint Anatomy 0.000 claims 1
- 238000009434 installation Methods 0.000 abstract description 13
- 239000002184 metal Substances 0.000 description 9
- 230000000694 effects Effects 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 3
- 238000009435 building construction Methods 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 230000006978 adaptation Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Abstract
The utility model relates to a pool body outer wall template reinforcing frame body with a slope rate, which mainly relates to the technical field of scaffold supporting structures, and comprises a base fixedly arranged on the ground, a template supporting component vertically arranged at one end of the base, a slope supporting component hinged to the other end of the base and a plurality of telescopic rods detachably connected between the template supporting component and the slope supporting component, wherein the template supporting component is abutted with a pouring platform template vertical to the ground, and the slope supporting component is fixedly connected with the side wall of a foundation pit. The utility model has the advantages of convenient installation, wide application range and stable supporting effect.
Description
Technical Field
The utility model relates to the technical field of scaffold supporting structures, in particular to a pool body outer wall template reinforcing frame body with slope rate.
Background
The scaffold is a supporting structure taking the steel pipe as a main body and the fastener as a connecting piece, and has supporting and reinforcing functions on the pouring platform template and the foundation pit wall. Scaffold is an important auxiliary structure that construction can go on smoothly.
At present, common scaffolds are built layer by layer from a bottom layer to a high layer, and a mode of vertical fixed connection is adopted between a rod piece and a base. The scaffold has relatively simple processing technology and structure and low one-time investment cost. However, with the advent of a large number of modern large-scale building systems in China, the fastener type steel pipe scaffold cannot meet the requirements of building construction development. The scaffold with the vertical fixing structure is inconvenient to build in a limited space, and can provide relatively limited supporting effect because the scaffold cannot be completely attached to the side wall of the foundation pit with the gradient.
For the related art, the inventor considers that the existing common scaffold structure is difficult to be attached to the side wall of the foundation pit with the gradient, and has the defect of poor supporting effect.
Disclosure of Invention
In order to reduce the installation difficulty of scaffold installation and improve the support stability of the side wall of a foundation pit with a certain gradient, the utility model provides a pool body outer wall template reinforcing frame body with a gradient rate.
The utility model provides a pool body outer wall template reinforcing frame body with a slope rate, which adopts the following technical scheme:
the utility model provides a cell body outer wall template reinforcement support body that has slope rate, is including fixedly establishing subaerial base, establishing perpendicularly template supporting component of base one end, articulated in the domatic supporting component of the base other end and a plurality of detachable connect in template supporting component with telescopic link between the domatic supporting component, template supporting component and the pouring platform template butt of perpendicular to ground, domatic supporting component and foundation ditch lateral wall fixed connection.
Through adopting above-mentioned technical scheme, the base has connected and has supported template supporting component and domatic supporting component's purpose, can reach the function of adaptation different intervals through self length adjustment simultaneously, template supporting component provides the supporting role to pouring platform's outside template, domatic supporting component can support the foundation ditch lateral wall of different grades, the structural design that domatic supporting component and base rotate to be connected makes domatic supporting component and base's rotation angle carry out the adaptation according to foundation ditch domatic angle, thereby can realize good support to the foundation ditch lateral wall homoenergetic that has different big or small grades, the telescopic link has played the effect that improves template component and domatic supporting component's stability, the adjustable structure of telescopic link self length can obviously reduce the installation degree of difficulty.
Optionally, the slope support assembly includes a plurality of with base articulated regulation pole, a plurality of with adjust pole perpendicular connecting rod and a plurality of perpendicular stock of establishing on the connecting rod that sets up, adjust the pole with the connecting rod can dismantle the connection, the one end of stock with connecting rod fixed connection, the other end anchor is in the foundation ditch lateral wall.
Through adopting above-mentioned technical scheme, adjust the pole in the domatic supporting component and be arranged in providing the support to the connecting rod and be connected with the base, formed angularly adjustable hinge structure, the connecting rod has played the effect of connecting and fixed improvement overall stability to the adjusting rod, and the stock of installing on the connecting rod can anchor perpendicularly in the foundation ditch lateral wall to form good support to the foundation ditch lateral wall.
Optionally, one end of the anchor rod far away from the connecting rod is provided with a conical section, and the maximum diameter of the conical section is larger than the rod diameter of the anchor rod near one end of the connecting rod.
Through adopting above-mentioned technical scheme, the toper section structure at stock pointed end can reduce the stock and get into the resistance that the foundation ditch lateral wall received when being.
Optionally, the template supporting component includes the perpendicular support frame of establishing on the base, a plurality of follow the horizontal direction wears to establish supporting leg on the support frame and a plurality of establish the roof of supporting leg tip, roof and perpendicular to ground pour platform template butt.
Through adopting above-mentioned technical scheme, the support frame has played support and spacing effect to the installation of roof, and the roof has played the supporting role to pouring platform's template.
Optionally, a plurality of mounting holes vertically penetrate through the top plate.
Through adopting above-mentioned technical scheme, a plurality of mounting holes of wearing to establish perpendicularly on the roof can make things convenient for it to fix through the mode of installation expansion screw with the template.
Optionally, the telescopic link includes the cover is established respectively template supporting component with two clamps on the domatic supporting component, with two the clamp rotates two screw rods of being connected and with two screw rod threaded connection's sleeve.
Through adopting above-mentioned technical scheme, the clamp has played connecting screw's effect, can adapt to different installation angle through rotating simultaneously, and screw rod and telescopic screw thread cooperation structure have played the effect of adjusting length.
Optionally, a limiting block is arranged at the end part of the screw; the diameter of the limiting block is larger than the diameter of the opening at the two ends of the sleeve.
Through adopting above-mentioned technical scheme, the stopper that the screw rod tip set up can avoid sleeve and screw rod's screw thread cooperation structure to break away from the connection because of excessive rotation.
Optionally, a through hole is formed in the middle point of the sleeve along the direction perpendicular to the axis.
Through the technical scheme, the through holes formed in the key positions of the sleeve along the vertical axis direction can be used for inserting the metal rods, so that the installation handle convenient to rotate is formed, and the installation process of the utility model is simplified
In summary, the present utility model includes at least one of the following beneficial technical effects:
1. the base is connected with and supports the template support component and the slope support component, the template support component can adapt to the functions of different distances through self length adjustment, the template support component can support the external template of the pouring platform, the slope support component can support the side walls of foundation pits with different slopes, the rotation angle of the slope support component and the base can be adaptively adjusted according to the slope angle of the foundation pit through the structural design of the slope support component and the base, good support can be realized on the side walls of foundation pits with different slopes, the telescopic rod plays a role in improving the stability of the template component and the slope support component, and the installation difficulty can be obviously reduced through the structure with the adjustable length of the telescopic rod;
2. the adjusting rod in the slope support assembly is used for supporting the connecting rod and is connected with the base, so that an angle-adjustable hinge structure is formed, the connecting rod plays a role in connecting and fixing the adjusting rod to improve overall stability, and the anchor rod arranged on the connecting rod can be vertically anchored in the side wall of the foundation pit, so that good support is formed for the side wall of the foundation pit;
3. the clamp plays a role in connecting the screw rod, and simultaneously can adapt to different installation angles through rotation, and the screw rod and sleeve threaded matching structure plays a role in adjusting the length.
Drawings
Fig. 1 is a schematic structural diagram of a reinforcement frame for a pool outer wall formwork with a slope rate according to an embodiment of the present utility model.
Fig. 2 is a schematic view of a module support assembly in an embodiment of the utility model.
Fig. 3 is a schematic view of the slope support assembly in accordance with an embodiment of the present utility model.
Fig. 4 is a schematic cross-sectional view of a telescopic rod according to an embodiment of the present utility model.
Reference numerals illustrate: 1. a base; 2. a template support assembly; 21. a support frame; 22. support legs; 23. a top plate; 231. a mounting hole; 3. a slope support assembly; 31. an adjusting rod; 32. a connecting rod; 33. a bolt; 331. a conical section; 4. a telescopic rod; 41. a clamp; 42. a screw; 43. a sleeve; 421. a limiting block; 431. and a through hole.
Detailed Description
The present utility model will be described in further detail with reference to fig. 1 to 4.
The scaffold is a supporting structure taking the steel pipe as a main body and the fastener as a connecting piece, plays a supporting and reinforcing role on a pouring platform template and a foundation pit wall, and is an important auxiliary structure for building construction to be carried out smoothly. At present, the common scaffold has relatively simple processing technology and structure, and along with the appearance of a large number of modern large-scale building systems in China, the scaffold cannot meet the requirements of building construction development. The scaffold with the vertical fixing structure is inconvenient to build in a limited space, and can provide relatively limited supporting effect because the scaffold cannot be completely attached to the side wall of the foundation pit with the gradient. In order to reduce the installation difficulty of scaffold installation and improve the support stability of the side wall of a foundation pit with a certain gradient, the utility model provides a pool body outer wall template reinforcing frame body with a gradient rate.
The embodiment of the utility model discloses a pool body outer wall template reinforcing frame body with a slope rate. Referring to fig. 1, the pool body outer wall formwork reinforcement frame body with slope rate comprises a base 1, a formwork support assembly 2, a slope support assembly 3 and a telescopic rod 4. The foundation 1 is fixedly arranged at the bottom of the foundation pit between the side wall of the foundation pit and the side wall of the pouring platform through a plurality of foundation bolts. The template support component 2 and the slope support component 3 are both arranged on the base 1. The template support component 2 is vertically fixed and welded at one end of the base 1. The slope support component 3 is hinged with one end of the base 1 far away from the template support component 2, and two ends of the telescopic rod 4 are respectively connected with the template support component 2 and the slope support component 3.
Referring to fig. 1, the base 1 may be a support base formed by slidably connecting two rectangular metal plates to each other. A plurality of bolt holes are all offered along the direction on perpendicular ground to two metal sheets, and two metal sheets can be through taking place the gliding mode adjustment width each other to adapt to different construction site demands.
Referring to fig. 1 and 2, the formwork support assembly 2 includes a support bracket 21, support legs 22, and a top plate 23. The supporting frame 21 may be a supporting structure formed by vertically crossing hollow metal pipes and fixedly connected through fasteners, and the supporting legs 22 may be solid metal rods penetrating through the supporting frame 21 along the horizontal direction. A top plate 23 is vertically welded to one end of the support leg 22. The top plate 23 may be a square metal plate with a plurality of mounting holes 231 formed in a vertical plate surface. The diameter of the mounting hole 231 may be determined according to the diameter of the expansion bolt to be mounted as needed.
Referring to fig. 1 and 3, the ramp support assembly 3 includes an adjustment lever 31, a link 32 and an anchor 33. The adjusting rod 31 may be a hollow metal pipe with a bottom end provided with a rotating shaft by welding along a vertical axis direction, the bottom end of the adjusting rod 31 is installed on the base 1 in a rotating connection mode, the connecting rod 32 is vertically arranged with the adjusting rod 31 and fixedly connected with the adjusting rod 31 through a fastener, and the anchor rod 33 is vertically arranged on the connecting rod 32. One end of the anchor rod 33 is fixedly connected with the connecting rod 32, and the other end is anchored in the side wall of the foundation pit. The end of the anchor rod 33 remote from the link 32 is provided with a tapered section 331, the maximum diameter of the tapered section 331 being greater than the diameter of the end of the anchor rod 33 near the link 32.
Referring to fig. 1 and 4, the telescopic rod 4 includes two clips 41, two screws 42, and a sleeve 43. The two clips 41 are respectively sleeved on the support frame 21 and the connecting rod 32, one ends of the two screws 42 are respectively connected with the two clips 41 in a rotating way, and the other ends of the two screws are connected with the sleeve 43 in a threaded way. One end of the screw rod 42, which is close to the sleeve 43, is provided with a limiting block 421. The sleeve 43 may be a hollow metal cylinder that is threadedly engaged with the screw 42 of the screw 42. A through hole 431 is opened at a middle position of the sleeve 43 along a direction of the vertical axis. The through hole 431 is configured to facilitate rotation of the sleeve 43.
The implementation principle of the pool body outer wall template reinforcing frame body with the slope rate is as follows: the constructor adjusts the width of the base 1 according to the minimum distance between the pouring platform and the side wall of the foundation pit, and after the adjustment is finished, the base 1 is fixed at the bottom of the foundation pit by using a submitting bolt. After the top plate 23 and the pouring platform template are fixed through expansion bolts, the angle of the adjusting rod 31 is rotated, so that the anchor rods 33 can be vertically anchored into the soil layer on the side wall of the foundation pit. Finally, the telescopic rod 4 is installed, and the length of the telescopic rod 4 is adjusted by rotating the sleeve 43, so that the utility model forms a stable supporting structure, and the installation can be completed.
The above embodiments are not intended to limit the scope of the present utility model, so: all equivalent changes in structure, shape and principle of the utility model should be covered in the scope of protection of the utility model.
Claims (8)
1. The utility model provides a cell body outer wall template reinforcement support body that has slope rate which characterized in that: including fixed base (1) of establishing subaerial, establish perpendicularly template supporting component (2) of base (1) one end, articulated in domatic supporting component (3) and a plurality of detachable connect in template supporting component (2) with telescopic link (4) between domatic supporting component (3), template supporting component (2) and the pouring platform template butt of perpendicular to ground, domatic supporting component (3) and foundation ditch lateral wall fixed connection.
2. The slope rate pool body outer wall formwork reinforcing frame body according to claim 1, wherein: the slope support assembly (3) comprises a plurality of adjusting rods (31) hinged with the base (1), a plurality of connecting rods (32) perpendicular to the adjusting rods (31) and a plurality of anchor rods (33) perpendicular to the connecting rods (32), wherein the adjusting rods (31) are detachably connected with the connecting rods (32), one ends of the anchor rods (33) are fixedly connected with the connecting rods (32), and the other ends of the anchor rods are anchored in the side walls of the foundation pit.
3. The pool body outer wall formwork reinforcing frame body with slope rate according to claim 2, wherein: one end of the anchor rod (33) far away from the connecting rod (32) is provided with a conical section (331), and the maximum diameter of the conical section (331) is larger than the rod diameter of the anchor rod (33) close to one end of the connecting rod (32).
4. The slope rate pool body outer wall formwork reinforcing frame body according to claim 1, wherein: the template supporting assembly (2) comprises a supporting frame (21) vertically arranged on the base (1), a plurality of supporting legs (22) penetrating through the supporting frame (21) along the horizontal direction and a plurality of top plates (23) arranged at the end parts of the supporting legs (22), wherein the top plates (23) are in butt joint with pouring platform templates vertical to the ground.
5. The slope rate pool body outer wall formwork reinforcing frame body is characterized in that: a plurality of mounting holes (231) are vertically formed in the top plate (23) in a penetrating mode.
6. The slope rate pool body outer wall formwork reinforcing frame body according to claim 1, wherein: the telescopic rod (4) comprises two hoops (41) respectively sleeved on the template support assembly (2) and the slope support assembly (3), two screws (42) rotationally connected with the two hoops (41) and a sleeve (43) in threaded connection with the two screws (42).
7. The slope rate pool body outer wall formwork reinforcing frame body is characterized in that: a limiting block (421) is arranged at the end part of the screw rod (42); the diameter of the limiting block (421) is larger than the opening diameters of the two ends of the sleeve (43).
8. The slope rate pool body outer wall formwork reinforcing frame body is characterized in that: a through hole (431) is formed in the middle point of the sleeve (43) along the direction of the vertical axis.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320595664.1U CN219637915U (en) | 2023-03-22 | 2023-03-22 | Pool body outer wall template reinforcing frame body with slope rate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320595664.1U CN219637915U (en) | 2023-03-22 | 2023-03-22 | Pool body outer wall template reinforcing frame body with slope rate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219637915U true CN219637915U (en) | 2023-09-05 |
Family
ID=87815674
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320595664.1U Active CN219637915U (en) | 2023-03-22 | 2023-03-22 | Pool body outer wall template reinforcing frame body with slope rate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219637915U (en) |
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2023
- 2023-03-22 CN CN202320595664.1U patent/CN219637915U/en active Active
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