CN213391138U - Assembled beam side scaffold construction device that encorbelments - Google Patents
Assembled beam side scaffold construction device that encorbelments Download PDFInfo
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- CN213391138U CN213391138U CN202022020272.1U CN202022020272U CN213391138U CN 213391138 U CN213391138 U CN 213391138U CN 202022020272 U CN202022020272 U CN 202022020272U CN 213391138 U CN213391138 U CN 213391138U
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Abstract
The utility model discloses an assembled roof beam side scaffold construction equipment that encorbelments relates to construction technical field. The utility model discloses mainly including pre-buried pre-buried bolt in certain one deck building subject top side, be provided with between the top of certain one deck building subject and the bottom and be used for being connected pull rod mechanism between them, pull rod mechanism includes pull rod and lower link, fixed mounting has fixed establishment on the pull rod mechanism, fixed establishment includes first fixed subassembly and the fixed subassembly of second, fixed mounting has first fixed subassembly between pull rod and the pre-buried bolt, fixed mounting has the fixed subassembly of second between the bottom of scaffold frame is encorbelmented to lower link and certain one deck, fixedly connected with is used for with the taut subassembly between pull rod and the lower link. The utility model discloses can fix the scaffold frame of encorbelmenting, more traditional scaffold frame materials of encorbelmenting are few, and the installation is demolishd the convenience, and material repeatedly usable can not destroy building subject's outer wall.
Description
Technical Field
The utility model relates to a construction technical field, concretely relates to assembled roof beam side scaffold construction equipment that encorbelments.
Background
Scaffolding refers to various supports erected on a construction site for workers to handle and solve vertical and horizontal transportation. The general term of the building field refers to a place which is used on an outer wall, interior decoration or high floor height on a building site and cannot be directly constructed, mainly aims at the purposes of up-down dry work of constructors, peripheral safety net enclosure, high-altitude installation components and the like, and is a scaffold, the scaffold is made of materials such as bamboo, wood, steel pipes or synthetic materials, and the overhanging scaffold is a simple facility used in a building and is divided into two types of one overhanging layer and multiple overhanging layers.
In the construction is built in the room, traditional scaffold frame of encorbelmenting has a lot of shortcomings, and the form of building is more and more complicated, and the scaffold frame overlap joint of encorbelmenting is demolishd too troublesome and wastes time and energy and takes the material, and the tradition I-steel that encorbelments is worn the wall and is reserved the entrance to a cave on the shear force wall, destroys the wholeness of concrete, leads to structural stress uneven, reduces the security level of concrete, and the later stage is repaired too troublesome.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a: for solving the problem that proposes among the above-mentioned background art, the utility model provides an assembled roof beam side scaffold construction equipment that encorbelments.
The utility model discloses a realize above-mentioned purpose and specifically adopt following technical scheme:
the utility model provides an assembled beam side scaffold construction equipment that encorbelments, includes:
the embedded bolts are embedded in the side face of the top of a certain layer of building main body, and the number of the embedded bolts is not less than one;
the pull rod mechanism is used for connecting the top of a certain layer of building main body with the bottom of a corresponding layer of overhanging scaffold, and comprises an upper pull rod and a lower pull rod, wherein the upper pull rod is positioned above the lower pull rod;
the fixing mechanism comprises a first fixing component and a second fixing component, the first fixing component is fixedly installed between the embedded bolt and the upper pull rod, and the second fixing component is fixedly installed at the bottom of the lower pull rod and a certain layer of overhanging scaffold;
the tensioning assembly is fixedly connected between the upper pull rod and the lower pull rod and used for tensioning the upper pull rod and the lower pull rod.
Preferably, the number of the embedded bolts is one.
Preferably, the upper pull rod and the lower pull rod are positioned on the same line and are obliquely arranged, and the distance between the top end of the upper pull rod and the building main body is smaller than the distance between the upper pull rod and the building main body.
Preferably, first fixed subassembly includes the fixed block of the vertical setting of fixed mounting on two buried bolts in advance, the one side and the building subject of fixed block closely laminate, fixed mounting has the fixing bolt of being no less than one in the one side that the building subject was kept away from to the fixed block, fixed mounting has the installation piece of closely laminating with the fixed block on the fixing bolt, go up the top and the installation piece fixed connection of pull rod.
Preferably, the number of the fixing bolts is two and is symmetrical to each other, and an isosceles triangle is formed between each two fixing bolts and one embedded bolt.
Preferably, the upper pull rod and the mounting block are welded.
Preferably, the second fixing component comprises a device block which is fixedly installed at the bottom end of the lower pull rod and horizontally arranged, one side, away from the lower pull rod, of the device block is provided with an I-shaped steel which is fixedly installed at the bottom of the corresponding layer of overhanging scaffold, and the device block is connected with the I-shaped steel through a bolt.
Preferably, the bottom end of the lower pull rod is welded with the device block.
Preferably, the tensioning assembly comprises a connecting block movably sleeved on one end, opposite to the lower pull rod, of the upper pull rod, two ends of the connecting block are respectively in threaded connection with the upper pull rod and the lower pull rod, and threads on one end, opposite to the lower pull rod, of the upper pull rod are respectively a positive thread and a negative thread.
The utility model provides an assembled roof beam side scaffold construction equipment that encorbelments, mainly including pre-buried pre-buried bolt in certain one deck building subject top side, be provided with between the top of certain one deck building subject and the bottom and be used for connecting pull rod mechanism between them, pull rod mechanism includes pull rod and lower link, fixed mounting has fixed establishment on the pull rod mechanism, fixed establishment includes the fixed subassembly of first fixed subassembly and second, fixed mounting has first fixed subassembly between pull rod and the pre-buried bolt, fixed mounting has the fixed subassembly of second between the bottom of scaffold that encorbelments of lower link and certain one deck, fixedly connected with is used for with the taut tensioning assembly between pull rod and the lower link. The utility model discloses can fix the scaffold frame of encorbelmenting, more traditional scaffold frame materials of encorbelmenting are few, and the installation is demolishd the convenience, and material repeatedly usable can not destroy building subject's outer wall.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a schematic perspective view of the present invention;
fig. 2 is a schematic perspective view of the present invention in another direction;
fig. 3 is a side view of the present invention;
fig. 4 is a bottom view of the present invention.
In fig. 1-4:
1. embedding bolts in advance; 2. a pull rod mechanism; 3. a fixing mechanism; 4. a tension assembly; 21. an upper pull rod; 22. a lower pull rod; 31. a first fixed component; 32. a second fixed component; 41. connecting blocks; 311. a fixed block; 312. fixing the bolt; 313. mounting blocks; 321. a device block; 322. and (4) H-shaped steel.
Detailed Description
This embodiment's core lies in providing an assembled roof beam side scaffold construction equipment that encorbelments, the utility model discloses can fix the scaffold that encorbelments, more traditional scaffold materials that encorbelments are few, and the installation is demolishd conveniently, and material repeatedly usable can not destroy building subject's outer wall, has solved the difficult problem in this field at present stage.
Hereinafter, embodiments will be described with reference to the drawings. The embodiments described below do not limit the scope of the invention described in the claims. Further, the entire contents of the configurations shown in the following embodiments are not limited to those necessary as a solution of the invention described in the claims.
Fig. 1 and fig. 2 show an assembled beam-side overhanging scaffold construction device according to the present embodiment; the construction method mainly comprises embedded bolts 1 embedded on the side surface of the top of a certain layer of building main body, the embedded bolts 1 are embedded in the embedded bolts when the building main body is poured, the structure of the building main body cannot be influenced, a pull rod mechanism 2 used for connecting the top and the bottom of the certain layer of building main body is arranged between the top and the bottom of the certain layer of building main body, the pull rod mechanism 2 comprises an upper pull rod 21 and a lower pull rod 22, a fixing mechanism 3 is fixedly installed on the pull rod mechanism 2, the fixing mechanism 3 comprises a first fixing component 31 and a second fixing component 32, the first fixing component 31 is fixedly installed between the upper pull rod 21 and the embedded bolts 1, the second fixing component 32 is fixedly installed between the lower pull rod 22 and the bottom of a certain layer of cantilever scaffold, a tensioning component 4 used for tensioning the upper pull rod 21 and the lower pull rod 22 is fixedly connected between the upper pull rod 21 and the lower pull rod 22, and the, the overhanging scaffold is more stable.
It should be noted that, in fig. 1, 2, 4, the quantity of buried bolt 1 is one, and a buried bolt 1 just can reach fixed effect when connecting first fixed subassembly 31, save material to can accept certain rotation, can not destroy the wall body, it needs to explain especially that, buried bolt 1 can be pre-buried when the building subject pours have a plurality ofly and can be pre-buried in different positions, so that connect the exterior structure and use, can be not under the condition of destroying the building subject structure, make the more stable of exterior structural connection.
As shown in fig. 1, 2 and 3, in some embodiments, the upper tie bar 21 and the lower tie bar 22 are located on the same line and are both disposed obliquely, if the upper tie bar 21 and the lower tie bar 22 are not located on the same line, the force between the upper tie bar 21 and the lower tie bar 22 is not on the same line, which may result in the reduction of the stability of the overhanging scaffold, and the distance between the top end of the upper tie bar 21 and the building main body is smaller than the distance between the upper tie bar 21 and the building main body.
As shown in fig. 3, further, the first fixing component 31 includes a fixing block 311 which is vertically arranged and fixedly mounted on an embedded bolt 1, the fixing block 311 is rectangular, one side of the fixing block 311 is tightly attached to the building main body, it is ensured that the embedded bolt 1 tightly fixes the fixing block 311, one side of the fixing block 311, which is far away from the building main body, is fixedly mounted with at least one fixing bolt 312, the fixing bolt 312 is fixedly mounted with a mounting block 313 which is tightly attached to the fixing block 311, the mounting block 313 is connected with the fixing block 311 through a bolt, so that the mounting and dismounting are convenient, and the top end of the upper pull rod 21 is fixedly connected with the mounting block 313.
In addition, the number of the fixing bolts 312 is two and is symmetrical to each other, an isosceles triangle is formed between the two fixing bolts 312 and one embedded bolt 1, and the stability of the triangle is highest.
It should be noted that, the welding between the upper tie rod 21 and the mounting block 313 has higher stability than most other fixing methods.
As shown in fig. 2 and 4, in some embodiments, the second fixing assembly 32 includes a horizontally disposed device block 321 fixedly installed at the bottom end of the lower drawbar 22, a bottom surface of the device block 321 is connected to an i-beam 322 through a bolt, so that the installation and the removal are convenient, and the bolt has a good connection effect, the i-beam 322 is pre-fixed at the bottom of the corresponding layer of overhanging scaffold, and the i-beam 322 is also fixed with the overhanging scaffold through the bolt.
It should be noted that the bottom end of the lower rod 22 is welded to the device block 321, and the welding is more stable.
As shown in fig. 1 to 4, in some embodiments, the tightening assembly 4 includes a connecting block 41 movably sleeved on an opposite end of the upper pull rod 21 and the lower pull rod 22, the connecting block 41 is cylindrical, two ends of the connecting block 41 are respectively in threaded connection with the upper pull rod 21 and the lower pull rod 22, the tightening assembly 4 has the same structure as the flower basket bolt, and it should be specifically noted that the threads on the opposite end of the upper pull rod 21 and the lower pull rod 22 are respectively a positive thread and a negative thread, so that when the connecting block 41 rotates, the upper pull rod 21 and the lower pull rod 22 will move toward each other or away from each other, which can achieve the tightening and loosening effect, and if the upper pull rod 21 and the lower pull rod 22 are provided with threads in the same direction, the connecting block 41 cannot change the distance between the upper pull rod 21 and the lower pull rod 22 when rotating.
The previous description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the invention. Thus, the present invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
Claims (9)
1. The utility model provides an assembled beam side scaffold construction equipment that encorbelments, its characterized in that includes:
the embedded bolts (1) are embedded in the side face of the top of a certain layer of building main body, and the number of the embedded bolts (1) is not less than one;
the pull rod mechanism (2) is used for connecting the top of a certain layer of building main body with the bottom of a corresponding layer of overhanging scaffold, the pull rod mechanism (2) comprises an upper pull rod (21) and a lower pull rod (22), and the upper pull rod (21) is positioned above the lower pull rod (22);
the fixing mechanism (3) comprises a first fixing component (31) and a second fixing component (32), the first fixing component (31) is fixedly installed between the embedded bolt (1) and the upper pull rod (21), and the second fixing component (32) is fixedly installed at the bottom of the lower pull rod (22) and a certain layer of overhanging scaffold;
the tensioning assembly (4), the tensioning assembly (4) is fixedly connected between the upper pull rod (21) and the lower pull rod (22), and the tensioning assembly (4) is used for tensioning the upper pull rod (21) and the lower pull rod (22).
2. The assembly type beam side cantilever scaffold construction device of claim 1, wherein the number of the embedded bolts (1) is one.
3. The assembled beam side cantilever scaffold construction device according to claim 1, wherein the upper tie (21) and the lower tie (22) are positioned on the same line and are both obliquely arranged, and the distance between the top end of the upper tie (21) and the building body is smaller than the distance between the upper tie (21) and the building body.
4. The assembled beam side overhanging scaffold construction device of claim 2, wherein the first fixing component (31) comprises vertically arranged fixing blocks (311) fixedly mounted on two embedded bolts (1), one face of each fixing block (311) is tightly attached to the building body, one face, far away from the building body, of each fixing block (311) is fixedly mounted with at least one fixing bolt (312), each fixing bolt (312) is fixedly mounted with an installation block (313) tightly attached to the corresponding fixing block (311), and the top end of the upper pull rod (21) is fixedly connected with the installation block (313).
5. The assembly type beam side cantilever scaffold construction device of claim 4, wherein the number of the fixing bolts (312) is two and symmetrical to each other, and an isosceles triangle is formed between two fixing bolts (312) and one embedded bolt (1).
6. An assembly type beam side cantilever scaffold construction device according to claim 4, wherein the upper tie (21) and the mounting block (313) are welded.
7. The assembled beam side overhanging scaffold construction device according to claim 1, wherein the second fixing component (32) comprises a horizontally arranged device block (321) fixedly installed at the bottom end of the lower pull rod (22), an I-shaped steel (322) fixedly installed at the bottom of the overhanging scaffold at a corresponding layer is arranged at one side of the device block (321) far away from the lower pull rod (22), and the device block (321) is connected with the I-shaped steel (322) through a bolt.
8. An assembly type beam side cantilever scaffold construction device according to claim 7, wherein the bottom end of the lower tie rod (22) is welded with the device block (321).
9. The assembled beam side cantilever scaffold construction device of claim 1, wherein the tension assembly (4) comprises a connecting block (41) movably sleeved on one end of the upper pull rod (21) opposite to the lower pull rod (22), two ends of the connecting block (41) are respectively in threaded connection with the upper pull rod (21) and the lower pull rod (22), and threads on one end of the upper pull rod (21) opposite to the lower pull rod (22) are respectively a positive thread and a negative thread.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022020272.1U CN213391138U (en) | 2020-09-15 | 2020-09-15 | Assembled beam side scaffold construction device that encorbelments |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022020272.1U CN213391138U (en) | 2020-09-15 | 2020-09-15 | Assembled beam side scaffold construction device that encorbelments |
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| Publication Number | Publication Date |
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| CN213391138U true CN213391138U (en) | 2021-06-08 |
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| CN202022020272.1U Active CN213391138U (en) | 2020-09-15 | 2020-09-15 | Assembled beam side scaffold construction device that encorbelments |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116607746A (en) * | 2023-05-16 | 2023-08-18 | 广东省构建工程建设有限公司 | Construction process for replacing and dismantling top support of large cantilever steel structure |
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2020
- 2020-09-15 CN CN202022020272.1U patent/CN213391138U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116607746A (en) * | 2023-05-16 | 2023-08-18 | 广东省构建工程建设有限公司 | Construction process for replacing and dismantling top support of large cantilever steel structure |
| CN116607746B (en) * | 2023-05-16 | 2023-11-21 | 广东省构建工程建设有限公司 | Construction process for replacing and dismantling top support of large cantilever steel structure |
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