CN216921280U - Pull rod type scaffold reinforcing system - Google Patents
Pull rod type scaffold reinforcing system Download PDFInfo
- Publication number
- CN216921280U CN216921280U CN202220124566.5U CN202220124566U CN216921280U CN 216921280 U CN216921280 U CN 216921280U CN 202220124566 U CN202220124566 U CN 202220124566U CN 216921280 U CN216921280 U CN 216921280U
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- Prior art keywords
- rod
- extension rod
- lug
- tie
- extension
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- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 16
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 29
- 239000010959 steel Substances 0.000 claims abstract description 29
- 230000002787 reinforcement Effects 0.000 claims 1
- 238000009434 installation Methods 0.000 abstract description 14
- 239000011440 grout Substances 0.000 abstract description 3
- 238000003466 welding Methods 0.000 abstract description 3
- 238000000034 method Methods 0.000 description 9
- 230000005540 biological transmission Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000006978 adaptation Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 210000005069 ears Anatomy 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 230000014509 gene expression Effects 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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Abstract
The utility model discloses a pull rod type scaffold reinforcing system which comprises an I-shaped steel, wherein an installation plate is arranged at the end part of the I-shaped steel, and an installation lug is arranged on the I-shaped steel; the mounting lug is connected with the extension rod through a pull rod; the utility model aims to provide a tie rod type scaffold reinforcing system, which reduces the stress at a welding seam by arranging reinforcing ribs; through horizontal setting, be convenient for waft board position pull rod installation, or during the installation of beam bottom, the unable remedy condition appears in the time of the built-in fitting grout, and the dead lever of horizontal setting is also difficult for extracting simultaneously.
Description
Technical Field
The utility model belongs to the technical field of building construction, and particularly relates to a tie rod type scaffold reinforcing system.
Background
The scaffold is a working platform which is erected for ensuring that each construction process is smoothly carried out. A basket type scaffold is arranged on the outer side of a main body of a scaffold commonly used in a high-rise building every multiple layers. When a traditional I-steel cantilever beam is installed, I-steel needs to pass through a shear wall and is laid on a floor, then steel bars are fixed on the floor, the I-steel cantilever beam is too heavy, installation is very tired, troublesome and time-consuming, when the I-steel cantilever beam passes through the shear wall, the cross section of a wall body can be damaged, the design strength is broken, the wood working formwork erecting difficulty is increased, and the I-steel cantilever beam is difficult and heavy to dismantle. Therefore, a scheme of installing the I-steel cantilever beam by adopting an embedded part is proposed to overcome the defects of the traditional I-steel cantilever beam. But the scheme that adopts built-in fitting installation I-steel cantilever beam must additionally set up the pull rod on the I-steel cantilever beam, ensures that whole I-steel cantilever beam is firm, what current pull rod generally adopted is that one end is connected on the I-steel cantilever beam on the other end is connected on the crossbeam or the built-in rod that wafts on the terminal beam bottom of board, adopts this kind of connected mode can appear the problem: 1. the embedded rod is forgotten to be embedded in advance, and the embedded rod is not added at the later stage; 2. after the embedded rod is installed, the slurry leakage is easy to occur during grouting; 3. the situation that the embedded rod is pulled out easily occurs in the later use process.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the problems and provides a tie rod type scaffold reinforcing system, which reduces the stress at a welding seam by arranging reinforcing ribs; through horizontal setting, be convenient for waft board position pull rod installation, or during the installation of beam bottom, the unable remedy condition appears in the time of the built-in fitting grout, and the dead lever of horizontal setting is also difficult for being extracted simultaneously.
In order to realize the purpose, the utility model adopts the technical scheme that: a pull rod type scaffold reinforcing system comprises an I-shaped steel, wherein a mounting plate is arranged at the end part of the I-shaped steel, and a mounting lug is arranged on the I-shaped steel; the mounting lug is connected with the extension rod through a pull rod; the extension rod is connected with a fixed rod transversely arranged on the beam.
Further, the extension rod comprises a first extension rod and a second extension rod; the first extension rod is provided with a threaded hole, and the second extension rod is provided with a threaded rod matched with the threaded hole.
Further, the extension rod comprises a first extension rod, a second extension rod and a sleeve rod; threaded rods are arranged on the first extension rod and the second extension rod, and internal threads matched with the threaded rods are arranged in the sleeve rod.
Furthermore, a single-lug hinge seat is arranged at the end part of the first extension rod; and a double-lug hinge seat is arranged at the end part of the second extension rod.
Furthermore, a double-lug hinge seat is arranged at one end of the fixed rod, and a screw rod is arranged at the other end of the fixed rod.
Furthermore, a reinforcing rib is arranged between the mounting plate and the I-shaped steel.
Furthermore, both ends of the pull rod are provided with single-lug hinge seats.
Furthermore, the single-lug hinge seat is connected with the mounting lug and the double-lug hinge seat through bolts.
The utility model has the beneficial effects that: the pull rod type scaffold reinforcing system is provided, and the stress at the welding seam is reduced through the arrangement of the reinforcing ribs; through horizontal setting, be convenient for waft board position pull rod installation, or during the installation of beam bottom, the unable remedy condition appears in the time of the built-in fitting grout, and the dead lever of horizontal setting is also difficult for being extracted simultaneously.
1. The arrangement of the extension rod is convenient for installing the pull rod at the position of the floating plate, and the repair during grouting can change the force transmission direction and prevent the fixed plate from being pulled out in the using process; meanwhile, the whole device is convenient to install;
2. the length of the extension rod can be conveniently adjusted by matching the threaded rod with the threaded hole;
3. the double-lug hinge seat is arranged at the end part of the second extension rod, so that the second extension rod and the fixed rod can be mutually used, and the material storage is reduced.
Drawings
FIG. 1 is a schematic view of the structure of the present invention.
Fig. 2 is a schematic structural view (with a loop bar) of the present invention.
Fig. 3 is a partially enlarged view of a portion a in fig. 1.
Fig. 4 is a partially enlarged view of a portion B in fig. 2.
The text labels in the figures are represented as: 1. i-shaped steel; 2. a pull rod; 3. an extension pole; 4. a beam; 5. fixing the rod; 11. mounting a plate; 12. reinforcing ribs; 31. a first extension pole; 32. a second extension pole; 33. a loop bar; 311. a single-lug hinge mount; 51. double-lug hinge seat.
Detailed Description
The following detailed description of the present invention is given for the purpose of better understanding technical solutions of the present invention by those skilled in the art, and the present description is only exemplary and explanatory and should not be construed as limiting the scope of the present invention in any way.
As shown in fig. 1 to 4, the present invention has the following specific structure: the tie rod type scaffold reinforcing system is characterized by comprising an I-shaped steel 1, wherein an installation plate 11 is arranged at the end part of the I-shaped steel 1, and an installation lug is arranged on the I-shaped steel 1; the mounting lug is connected with the extension rod 3 through the pull rod 2; the extension rod 3 is connected with a fixed rod 5 transversely arranged on the beam 4; the direction of force transmission can be changed through the arrangement of the extension rod, so that the fixed plate is prevented from being pulled out in the use process; and meanwhile, the whole device is convenient to install.
Preferably, the extension rod 3 comprises a first extension rod 31 and a second extension rod 32; a threaded hole is formed in the first extension rod 31, and a threaded rod matched with the threaded hole is arranged on the second extension rod 32; through threaded rod and screw hole cooperation use, can be convenient for adjust the length of extension rod.
Preferably, the extension rod 3 comprises a first extension rod 31, a second extension rod 32 and a sleeve rod 33; threaded rods are arranged on the first extension rod 31 and the second extension rod 32, and internal threads matched with the threaded rods are arranged in the sleeve rod 33.
Preferably, a single-lug hinge seat 311 is arranged at the end of the first extension rod 31; a double-lug hinge seat 51 is arranged at the end part of the second extension rod 32; the double-lug hinge seat is arranged at the end part of the second extension rod, so that the second extension rod and the fixed rod can be mutually used, and the material storage is reduced.
Preferably, one end of the fixing rod 5 is provided with a double-lug hinge seat 51, and the other end is provided with a screw.
Preferably, a reinforcing rib 12 is arranged between the mounting plate 11 and the I-shaped steel 1; the setting of strengthening rib avoids appearing the fracture between mounting panel and the I-steel.
Preferably, both ends of the pull rod 2 are provided with single-lug hinge seats 311.
Preferably, the single-lug hinge seat 311 is connected with the mounting lug and the double-lug hinge seat 51 through a bolt.
During the specific use, transversely be fixed in on roof beam 4 with dead lever 5, then be connected extension rod 3 with dead lever 5, twist and move second extension rod 32 and adjust the length of whole extension rod 3 and make second extension rod 32 lower extreme and roof beam 4 lower bottom surface parallel and level, be connected the completion installation with the installation ear of I-steel 1 and the ears hinge mount 51 of extension rod 3 respectively with pull rod 2 both ends.
It should be noted that, in this document, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
The principles and embodiments of the present invention have been described herein using specific examples, which are presented only to assist in understanding the method and its core concepts of the present invention. The foregoing is only a preferred embodiment of the present invention, and it should be noted that there are objectively infinite specific structures due to the limited character expressions, and it will be apparent to those skilled in the art that a plurality of modifications, decorations or changes may be made without departing from the principle of the present invention, and the technical features described above may be combined in a suitable manner; such modifications, variations, combinations, or adaptations of the utility model using its spirit and scope, as defined by the claims, may be directed to other uses and embodiments, or may be learned by practice of the utility model.
Claims (8)
1. The tie rod type scaffold reinforcing system is characterized by comprising an I-shaped steel (1), wherein a mounting plate (11) is arranged at the end part of the I-shaped steel (1), and a mounting lug is arranged on the I-shaped steel (1); the mounting lug is connected with the extension rod (3) through the pull rod (2); the extension rod (3) is connected with a fixed rod (5) transversely arranged on the beam (4).
2. A tie-rod scaffold stiffening system according to claim 1, wherein the extension rod (3) comprises a first extension rod (31) and a second extension rod (32); the first extension rod (31) is provided with a threaded hole, and the second extension rod (32) is provided with a threaded rod matched with the threaded hole.
3. A tie rod scaffold stiffening system according to claim 1, wherein the extension rod (3) comprises a first extension rod (31), a second extension rod (32) and a loop rod (33); threaded rods are arranged on the first extension rod (31) and the second extension rod (32), and internal threads matched with the threaded rods are arranged in the sleeve rod (33).
4. A tie rod scaffold stiffening system according to any of claims 2 or 3, wherein the first extension rod (31) is provided with a one-ear hinge mount (311) at its end; the end part of the second extension rod (32) is provided with a double-lug hinge seat (51).
5. The tie-bar scaffold stiffening system according to claim 1, wherein the fixing bar (5) is provided with a binaural hinge mount (51) at one end and a screw at the other end.
6. Tie rod scaffold stiffening system according to claim 1, characterized in that a reinforcement (12) is arranged between the mounting plate (11) and the I-section (1).
7. Tie rod scaffold stiffening system according to claim 1, characterized in that the tie rod (2) is provided with a single-lug hinge mount (311) at both ends.
8. The tie-rod scaffold stiffening system according to claim 7, wherein the one-lug hinge mount (311) is connected to the mounting lug and the two-lug hinge mount (51) by a bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220124566.5U CN216921280U (en) | 2022-01-18 | 2022-01-18 | Pull rod type scaffold reinforcing system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220124566.5U CN216921280U (en) | 2022-01-18 | 2022-01-18 | Pull rod type scaffold reinforcing system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216921280U true CN216921280U (en) | 2022-07-08 |
Family
ID=82263857
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220124566.5U Active CN216921280U (en) | 2022-01-18 | 2022-01-18 | Pull rod type scaffold reinforcing system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216921280U (en) |
-
2022
- 2022-01-18 CN CN202220124566.5U patent/CN216921280U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Guangdong Zhongzhu Construction Technology Co.,Ltd. Assignor: Hunan Zhubang Hongsheng Construction Technology Co.,Ltd. Contract record no.: X2023980044451 Denomination of utility model: A Tie Rod Scaffold Reinforcement System Granted publication date: 20220708 License type: Common License Record date: 20231025 |
|
| EE01 | Entry into force of recordation of patent licensing contract |