CN220666928U - Cylindrical template reinforcing system for special position - Google Patents
Cylindrical template reinforcing system for special position Download PDFInfo
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- CN220666928U CN220666928U CN202321861959.5U CN202321861959U CN220666928U CN 220666928 U CN220666928 U CN 220666928U CN 202321861959 U CN202321861959 U CN 202321861959U CN 220666928 U CN220666928 U CN 220666928U
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- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 39
- 230000002787 reinforcement Effects 0.000 claims abstract description 39
- 229910000831 Steel Inorganic materials 0.000 claims description 28
- 239000010959 steel Substances 0.000 claims description 28
- 238000009415 formwork Methods 0.000 claims description 12
- 238000010276 construction Methods 0.000 abstract description 11
- 238000000034 method Methods 0.000 abstract description 10
- 239000002023 wood Substances 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000007788 roughening Methods 0.000 description 3
- 238000009739 binding Methods 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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Abstract
The utility model discloses a reinforcement system for a cylindrical template at a special position, which comprises the following components: the vertical reinforcement structure comprises a plurality of vertical rods which are arranged outside the cylindrical template along the longitudinal axis direction of the cylindrical template, and the vertical rods are uniformly distributed on the outer wall of the cylindrical template; the horizontal reinforced structure comprises a plurality of reinforced parts which are axially fixed outside the cylindrical template along the cylindrical template, each reinforced part comprises a C-shaped annular plate and two horizontal plates which are respectively connected to two ends of the C-shaped annular plate, the free ends of the two horizontal plates extend out of the enclosure mechanism, the two horizontal plates are fixedly connected through bolts, the reinforced parts are uniformly distributed at different heights of the cylindrical template, and the horizontal reinforced structure is located in the vertical reinforced structure. The system effectively solves the problems of high cost, long construction period and the like of the traditional corridor cylindrical template reinforcing method, and has innovation and practicability.
Description
Technical Field
The utility model relates to the technical field of building construction and installation. More particularly, the present utility model relates to a reinforcement system for a special location cylindrical form.
Background
In the construction of a building, a formwork structure is required to be erected in order to support the construction of a concrete enclosure structure. The problem of reinforcing the cylindrical template at the special position is always a difficult point and a hot spot, and the traditional reinforcing method has the defects of high construction difficulty, high cost, long construction period and the like.
Disclosure of Invention
It is an object of the present utility model to solve at least the above problems and to provide at least the advantages to be described later.
It is still another object of the present utility model to provide a system for reinforcing a cylindrical form in a particular location.
To achieve these objects and other advantages and in accordance with the purpose of the utility model, there is provided a reinforcement system for a cylindrical form for a specific location, one side of the cylindrical form being connected to an enclosure, the reinforcement system being provided outside the cylindrical form, characterized by comprising:
the vertical reinforcement structure comprises a plurality of vertical rods which are arranged outside the cylindrical template along the longitudinal axis of the cylindrical template, the vertical rods are uniformly distributed on the outer wall of the cylindrical template, and the lower end of each vertical rod is supported on the ground;
the horizontal reinforced structure comprises a plurality of reinforced parts which are axially fixed outside the cylindrical template along the cylindrical template, each reinforced part comprises a C-shaped annular plate and two horizontal plates which are respectively connected to two ends of the C-shaped annular plate, the free ends of the two horizontal plates extend to the outside of the enclosing mechanism, the two horizontal plates are fixedly connected through bolts, the reinforced parts are uniformly distributed at different heights of the cylindrical template, and the horizontal reinforced structure is located in the vertical reinforced structure.
Preferably, the reinforcement system for a cylindrical template in a special position further comprises:
and the fastener scaffold is arranged on the outer side of the transverse reinforcing structure.
Preferably, the reinforcement system for a cylindrical template in a special position further comprises:
and one end of the steel rope is connected to the junction of the fastener type scaffold and the upright rod, and the other end of the steel rope is fixed at the periphery of the fastener type scaffold.
Preferably, in the reinforcement system for cylindrical templates at special positions, the other end of the steel cable is fixed on the ground at the periphery of the fastener scaffold through foundation bolts.
Preferably, in the system for reinforcing a cylindrical formwork at a special position, each reinforcing part comprises two layers of reinforcing plates and a plurality of stiffening plates, the two layers of reinforcing plates are respectively fixed on the outer side of the vertical reinforcing structure along the horizontal direction, the plurality of stiffening plates are arranged along the vertical direction, the stiffening plates are positioned between the two layers of reinforcing plates, and the two ends of the stiffening plates are respectively fixedly connected with the two layers of rib plates. Each layer of reinforcing plate is formed by connecting a plurality of rib plates.
Preferably, the reinforcement part is a steel member in the reinforcement system for the cylindrical formwork at the special position.
Preferably, the upright posts are made of wood plates and are used in a special-position cylindrical formwork reinforcing system.
The utility model at least comprises the following beneficial effects:
according to the utility model, the cylindrical template is reinforced through the vertical reinforcing structure and the transverse reinforcing structure, and meanwhile, the fastener type scaffold is installed for temporary support; the steel cable is arranged outside the column and connected to the junction of the horizontal rod and the vertical rod of the scaffold, and the steel cable is wound and unwound to adjust the inclination of the steel pipe scaffold and the template, so that the effect of reinforcing the overall rigidity of the template can be achieved while the corridor column is reinforced; the steel pipe supports are fixed with the ground, so that the dead weight burden of the template structure can be reduced while the stability of the template structure is ensured.
The system effectively solves the problems of high cost, long construction period and the like of the traditional corridor cylindrical template reinforcing method, and has innovation and practicability.
Additional advantages, objects, and features of the utility model will be set forth in part in the description which follows and in part will become apparent to those having ordinary skill in the art upon examination of the following or may be learned from practice of the utility model.
Drawings
FIG. 1 is a schematic diagram of the front view of a reinforcement system for a cylindrical form in a particular location in one embodiment of the present utility model.
Fig. 2 is a schematic diagram of a left-hand structure of a reinforcement system for a cylindrical form at a specific location in one embodiment of the present utility model.
Fig. 3 is a schematic right-view structural diagram of a reinforcement system for a cylindrical formwork at a specific position according to one embodiment of the present utility model.
Fig. 4 is a schematic plan view of a reinforcement system for a cylindrical form at a specific location according to one embodiment of the present utility model.
Fig. 5 is a schematic view of a three-dimensional structure of a rib plate for a reinforcement system of a cylindrical formwork at a specific position according to one embodiment of the present utility model.
Detailed Description
The present utility model is described in further detail below with reference to the drawings to enable those skilled in the art to practice the utility model by referring to the description.
It should be noted that, in the description of the present utility model, the indicated orientation or positional relationship is based on the orientation or positional relationship shown in the drawings, which are merely for convenience of describing the present utility model and simplifying the description, and do not indicate or imply that the apparatus or element to be 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.
As shown in fig. 1, 2, 3, 4 and 5, the present utility model provides a reinforcement system for a cylindrical form at a specific location, one side of a cylindrical form 10 is connected with an enclosure structure, and the reinforcement system is arranged outside the cylindrical form, including:
the vertical reinforcement structure comprises a plurality of vertical rods which are arranged outside the cylindrical template 10 along the longitudinal axis of the cylindrical template 10, wherein the vertical rods are uniformly distributed on the outer wall of the cylindrical template 10, and the lower end of each vertical rod is supported on the ground;
the horizontal reinforced structure comprises a plurality of reinforced parts which are axially fixed outside the cylindrical template 10 along the cylindrical template 10, each reinforced part comprises a C-shaped annular plate and two horizontal plates which are respectively connected to two ends of the C-shaped annular plate, the free ends of the two horizontal plates extend to the outside of the enclosing mechanism, the two horizontal plates are fixedly connected through bolts, the reinforced parts are uniformly distributed at different heights of the cylindrical template 10, and the horizontal reinforced structure is located in the vertical reinforced structure.
The utility model reinforces the cylindrical formwork 10 through the vertical reinforcement structure and the transverse reinforcement structure, effectively solves the problems of high cost, long construction period and the like of the traditional corridor cylindrical formwork 10 reinforcement method, and has innovation and practicability.
In the above scheme, preferably, the reinforcement system for the cylindrical formwork 10 at a specific position further comprises:
a fastener scaffold 40 disposed outboard of the lateral stiffening structure. The fastener type scaffold 40 is installed for temporary support.
In the above aspect, preferably, the method further includes:
a wire rope 501 having one end connected to the junction of the scaffolding 40 and the pole and the other end fixed to the periphery of the scaffolding 40. The steel cable 501 can be wound and unwound to adjust the inclination of the steel pipe scaffold and the template. The steel strand may be used.
In the above-described embodiment, the other end of the cable 501 is preferably fixed to the ground around the periphery of the clip-type scaffold 40 by anchor bolts 502. More preferably, the anchor bolts 502 are buried at a distance of 101.8 meters from the cylindrical form.
In one of the technical solutions of the present utility model, preferably, each of the reinforcing portions includes two layers of reinforcing plates and a plurality of stiffening plates 302, the two layers of reinforcing plates are respectively fixed on the outer side of the vertical reinforcing structure along the horizontal direction, the plurality of stiffening plates 302 are arranged along the vertical direction, the stiffening plates 302 are located between the two layers of reinforcing plates, and two ends of the stiffening plates 302 are respectively fixedly connected with the two layers of rib plates. Each layer of reinforcing plate is formed by connecting a plurality of rib plates 301 to each other. The reinforcement effect is better.
In one embodiment of the present utility model, the reinforcement portion is preferably a steel member. Providing a more stable stiffening force.
In one of the technical schemes of the utility model, preferably, the upright posts are made of wood plates, and the materials are obtained locally, so that the materials are saved.
For a better understanding of the technical solution of the present utility model, the following examples are now provided for illustration:
a reinforcement system for a cylindrical form 10 at a specific position, wherein one side of the cylindrical form 10 is connected with an enclosure structure, and the reinforcement system is arranged outside the cylindrical form 10, comprising:
the vertical reinforcement structure comprises a plurality of vertical rods which are arranged outside the cylindrical template 10 along the longitudinal axis of the cylindrical template 10, wherein the vertical rods are uniformly distributed on the outer wall of the cylindrical template 10, and the lower end of each vertical rod is supported on the ground;
the horizontal reinforced structure comprises a plurality of reinforced parts which are axially fixed outside the cylindrical template 10 along the cylindrical template 10, each reinforced part comprises a C-shaped annular plate and two horizontal plates which are respectively connected to two ends of the C-shaped annular plate, the free ends of the two horizontal plates extend to the outside of the enclosing mechanism, the two horizontal plates are fixedly connected through bolts, the reinforced parts are uniformly distributed at different heights of the cylindrical template 10, and the horizontal reinforced structure is located in the vertical reinforced structure.
A fastener scaffold 40 disposed outboard of the lateral stiffening structure. The fastener type scaffold 40 is installed for temporary support.
A wire rope 501 having one end connected to the junction of the scaffolding 40 and the pole and the other end fixed to the periphery of the scaffolding 40. The steel cable 501 can be wound and unwound to adjust the inclination of the steel pipe scaffold and the template.
The other end of the steel cable 501 is fixed to the ground at the periphery of the fastener type scaffold 40 by means of anchor bolts 502. More preferably, the anchor bolts 502 are buried at a distance of 101.8 meters from the cylindrical form.
Every the reinforcing part all includes two-layer gusset plate and a plurality of stiffening plate 302, and two-layer gusset plate is fixed respectively along the horizontal direction the outside of vertical reinforced structure, a plurality of stiffening plate 302 sets up along vertical direction, just stiffening plate 302 is located between two-layer gusset plate, just the both ends of stiffening plate 302 respectively with two-layer floor 301 fixed connection. Each layer of reinforcing plate is formed by connecting a plurality of rib plates 301, and a joint 3011 is arranged at the joint of the two rib plates 301. The stiffening plates 302 are 8cm by 6.6cm by 1cm in size, and the stiffening plates 302 at the two horizontal plates are stiffening plates 3021 with screw holes for facilitating the screw passing. The reinforcement effect is better.
The reinforcing part is made of steel members. The upright posts are made of wood plates.
The utility model provides a system for reinforcing a cylindrical template 10 at a special position, which comprises the following construction processes: measuring paying-off, roughening, cleaning, binding steel bars, closing a wood mould, installing square steel keels, installing reinforcing members, installing temporary supports of scaffolds, embedding foundation bolts 502, installing steel ropes 501 and adjusting the inclination of the templates.
The specific construction process comprises the following steps: paying off the corridor cylinder to be constructed; drawing a cylinder and a cylinder template 10 at a construction site; roughening concrete below the cylinder; timely cleaning waste residues after roughening is finished; binding steel bars according to the design drawing; after the installation, the template is installed by adopting a reinforcement shown in a drawing; installing the fastener type scaffold 40 for temporary support; after the foundation bolt 502 is buried at a position 1.8m away from the cylinder, the steel cable 501 is installed on the foundation bolt 502 and is connected to the junction of the horizontal rod and the vertical rod of the steel pipe scaffold, and the steel cable 501 can be retracted to adjust the inclination of the steel pipe scaffold and the template. The method can strengthen the vestibule column and simultaneously strengthen the overall rigidity of the template; the steel pipe supports are fixed with the ground, so that the dead weight burden of the template structure can be reduced while the stability of the template structure is ensured.
The method effectively solves the problems of high cost, long construction period and the like of the traditional corridor cylindrical template 10 reinforcement method, and has innovation and practicability.
Although embodiments of the present utility model have been disclosed above, it is not limited to the details and embodiments shown and described, it is well suited to various fields of use for which the utility model would be readily apparent to those skilled in the art, and accordingly, the utility model is not limited to the specific details and illustrations shown and described herein, without departing from the general concepts defined in the claims and their equivalents.
Claims (7)
1. Be used for special position cylinder template reinforcement system, one side of cylinder template meets with envelope, be equipped with reinforcement system outside the cylinder template, its characterized in that includes:
the vertical reinforcement structure comprises a plurality of vertical rods which are arranged outside the cylindrical template along the longitudinal axis of the cylindrical template, and the vertical rods are uniformly distributed on the outer wall of the cylindrical template;
the horizontal reinforced structure comprises a plurality of reinforced parts which are axially fixed outside the cylindrical template along the cylindrical template, each reinforced part comprises a C-shaped annular plate and two horizontal plates which are respectively connected to two ends of the C-shaped annular plate, the free ends of the two horizontal plates extend out of the enclosure structure, the two horizontal plates are fixedly connected through bolts, the reinforced parts are uniformly distributed at different heights of the cylindrical template, and the horizontal reinforced structure is located in the vertical reinforced structure.
2. The special position column formwork reinforcement system as claimed in claim 1, further comprising:
and the fastener scaffold is arranged on the outer side of the transverse reinforcing structure.
3. The reinforcement system for a special-position cylindrical form according to claim 2, further comprising:
and one end of the steel rope is connected to the junction of the fastener type scaffold and the upright rod, and the other end of the steel rope is fixed at the periphery of the fastener type scaffold.
4. A cylindrical formwork reinforcement system for a special position as claimed in claim 3, wherein the other end of the wire rope is fixed to the ground at the periphery of the fastener type scaffold by means of anchor bolts.
5. The system for reinforcing a cylindrical formwork in a special position according to claim 1, wherein each reinforcing part comprises two layers of reinforcing plates and a plurality of stiffening plates, the two layers of reinforcing plates are respectively fixed on the outer side of the vertical reinforcing structure along the horizontal direction, the plurality of stiffening plates are arranged along the vertical direction, the stiffening plates are positioned between the two layers of reinforcing plates, two ends of the stiffening plates are respectively fixedly connected with two layers of rib plates, and each layer of reinforcing plates is formed by connecting a plurality of rib plates with each other.
6. The system for special position cylindrical form reinforcement according to claim 1, wherein the reinforcement is a steel member.
7. The system for reinforcing a cylindrical form in a specific location according to claim 1, wherein the upright is a plank.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321861959.5U CN220666928U (en) | 2023-07-14 | 2023-07-14 | Cylindrical template reinforcing system for special position |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321861959.5U CN220666928U (en) | 2023-07-14 | 2023-07-14 | Cylindrical template reinforcing system for special position |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220666928U true CN220666928U (en) | 2024-03-26 |
Family
ID=90335115
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321861959.5U Active CN220666928U (en) | 2023-07-14 | 2023-07-14 | Cylindrical template reinforcing system for special position |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220666928U (en) |
-
2023
- 2023-07-14 CN CN202321861959.5U patent/CN220666928U/en active Active
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