CN219973823U - Construction scaffold erecting system - Google Patents
Construction scaffold erecting system Download PDFInfo
- Publication number
- CN219973823U CN219973823U CN202321345946.2U CN202321345946U CN219973823U CN 219973823 U CN219973823 U CN 219973823U CN 202321345946 U CN202321345946 U CN 202321345946U CN 219973823 U CN219973823 U CN 219973823U
- Authority
- CN
- China
- Prior art keywords
- frame body
- rod
- construction scaffolding
- screw
- sleeve
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 238000010276 construction Methods 0.000 title claims abstract description 26
- 210000001503 joint Anatomy 0.000 claims abstract description 5
- 239000011150 reinforced concrete Substances 0.000 claims description 3
- 239000004567 concrete Substances 0.000 claims 1
- 238000009434 installation Methods 0.000 description 3
- 230000009194 climbing Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Abstract
The utility model discloses a construction scaffold building system, which comprises: a backing plate; the frame body is arranged on the base plate; the telescopic adjusting of the scissor support is arranged on the frame body and the top of the scissor support is flush with the top of the frame body. Because the telescopic adjustment of the scissor support realizes that the scissor support is arranged on the top of the scaffold body in a flush way, the problem that the scissor support formed by butt joint of a plurality of pipe bodies with invariable length through the rotary buckle often exceeds the top of the scaffold body is solved, and the potential safety hazard of construction is reduced.
Description
Technical Field
The utility model relates to a construction scaffold erection system, and belongs to the technical field of scaffolds.
Background
When building a building body, the construction scaffold is installed on a climbing frame outside the building body for protection, and the construction scaffold is often reinforced by installing oblique scissors support during construction of a construction scaffold erection system, such as a floor-type double-row scaffold with a Chinese patent publication number of CN206091244U, the disclosed technology is as follows: the scissors connected by the rotary fasteners are propped at the outer side of the scaffold and are important rod pieces for the longitudinal rigidity of the scaffold; although the vertical rigidity of the scissor support can be improved by installing the scissor support on the outer side of the scaffold through the rotary buckle, the problem that the scissor support formed by butting a plurality of constant-length pipe bodies through the rotary buckle often exceeds the top of the scaffold body is solved, and the potential safety hazard of the construction environment is increased.
Disclosure of Invention
In order to solve the technical problems, the utility model provides a construction scaffold building system.
The utility model is realized by the following technical scheme.
The utility model provides a construction scaffold building system, which comprises:
a backing plate;
the frame body is arranged on the base plate;
the telescopic adjusting of the scissor support is arranged on the frame body and the top of the scissor support is flush with the top of the frame body.
The reinforced concrete is solidified on the hardening layer formed on the foundation; the backing plate is installed on the hardening layer, and the hardening layer provides a stress foundation for the installation of the backing plate and the frame body above.
The frame body is composed of a vertical rod, a longitudinal horizontal rod and a transverse horizontal rod.
The upright posts are vertically arranged on the base plate; the transverse horizontal rod is fixedly arranged transversely perpendicular to the vertical rod; the longitudinal horizontal rod is longitudinally and horizontally fixedly arranged perpendicular to the vertical rod and is vertically and fixedly arranged with the transverse horizontal rod.
A safety net for protecting the whole surface is arranged on the frame body; the support is arranged on the outer side of the frame body of the safety net, and the support at the bottom of the support is arranged on the backing plate.
The scissors support comprises a telescopic sleeve section and a telescopic screw rod section.
The sleeve section consists of an outer pipe, an inner pipe which can slide in the outer pipe and a clamping pin which is inserted into clamping holes on the outer pipe and the inner pipe, and the clamping pin clamping position is inserted into the inner pipe and the outer pipe in a telescopic adjustment way at a large distance.
The screw rod section consists of a screw sleeve A, a screw sleeve B and a screw rod, wherein two ends of the screw rod are rotatably screwed in the screw sleeve A and the screw sleeve B through threads to realize small-distance telescopic adjustment, and the screw sleeve A and the screw sleeve B are rotatably connected with the inner pipe of the corresponding sleeve section in a butt joint mode.
The utility model has the beneficial effects that: because the telescopic adjustment of the scissor support realizes that the scissor support is arranged on the top of the scaffold body in a flush way, the problem that the scissor support formed by butt joint of a plurality of pipe bodies with invariable length through the rotary buckle often exceeds the top of the scaffold body is solved, and the potential safety hazard of construction is reduced.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is a schematic view of the structure of the inventive temple;
in the figure: 1-a hardened layer; 2-backing plate; 3-a frame body; 32-a longitudinal horizontal bar; 33-a transverse horizontal bar; 4-a safety net; 5-a scissors support; 51-casing section; 511-an outer tube; 512-inner tube; 513-bayonet; 52-a screw rod section; 521-screw sleeve A; 522-thread insert B; 523-screw.
Detailed Description
The technical solution of the present utility model is further described below, but the scope of the claimed utility model is not limited to the above.
As shown in fig. 1-2.
The utility model relates to a construction scaffold building system, which comprises:
the hardening layer 1 is constructed on a foundation by reinforced concrete construction, and the hardening layer 1 is used as a later upper layer to install a stressed foundation;
the backing plate 2 is fixedly arranged on the hardening layer 1 through expansion bolts and nuts, and the backing plate 2 is a wooden backing plate to improve friction with the contact surface of the hardening layer 1;
the method comprises the steps of constructing a frame body 3 mounted on a base plate 2, wherein the frame body 3 is composed of a vertical rod 31, a longitudinal horizontal rod 32 and a transverse horizontal rod 33; the upright rods 31 are vertically arranged on the base plate 2; the transverse horizontal rod 33 is transversely perpendicular to the upright rod 31 and fixedly installed through a scaffold buckle; the vertical horizontal rod 32 is vertically and horizontally fixed and installed through a scaffold buckle in a vertical direction perpendicular to the vertical rod 31, and is vertically and fixedly installed through a scaffold buckle with the horizontal rod 33.
The frame body 3 is fixedly provided with a safety net 4 which plays a role in whole protection by binding steel wires, and the safety net 4 covers the surface, far away from the climbing frame, of the frame body 3 to carry out safety protection on construction operation during construction and installation.
The telescopic scissors support 5 is fixedly arranged on the outer side of the frame body 3 and positioned on the safety net 4 through a rotary buckle, the scissors support 5 is arranged on the top of the frame body 3 in a flush mode through self telescopic adjustment, and the bottom support of the scissors support 5 is arranged on the base plate 2.
Because the telescopic adjustment of the scissor support 5 realizes that the scissor support is arranged on the top of the frame body 3 in a flush way, the problem that the scissor support formed by butting a plurality of pipe bodies with invariable length through a rotary buckle often exceeds the top of the scaffold body is solved, and the potential safety hazard of construction is reduced.
The scissor support 5 comprises a telescopic sleeve section 51 and a telescopic screw rod section 52, and the number of the sleeve section 51 and the screw rod section 52 forming the scissor support 5 can be assembled according to use; the sleeve section 51 is composed of an outer tube 511, an inner tube 512 which can slide in the outer tube and a clamping pin 513 which is inserted into clamping holes on the outer tube 511 and the inner tube 512, and the clamping position of the clamping pin 513 is adjusted by telescoping and adjusting the inner tube 512 and the outer tube 511 at a large distance;
the screw rod section 52 is composed of a screw sleeve A521, a screw sleeve B522 and a screw rod 523, wherein two ends of the screw rod 523 are rotatably screwed in the screw sleeve A521 and the screw sleeve B522 through threads to realize small-distance telescopic adjustment, and the screw sleeve A521, the screw sleeve B522 and an inner pipe 512 of the corresponding sleeve section 51 are in butt joint installation through non-telescopic rotation only of bearings and the like.
After the telescopic adjustment of the large distance is carried out on the scissor support 5 through the sleeve section 51, the telescopic adjustment of the small distance is carried out on the screw rod section 52 through the scissor support 5, so that the telescopic adjustment of the scissor support 5 is realized, and the scissor support is flush and level mounted on the top of the frame body 3. The outer tube 511 or the screw rod section 52 is fixed to the scaffold body by means of a swivel buckle.
Claims (8)
1. A construction scaffolding system, comprising:
a backing plate (2);
the frame body (3), the frame body (3) is installed on the backing plate (2);
the scissors support (5) can be adjusted in a telescopic way, the scissors support (5) is installed on the frame body (3) in a telescopic way, and the top of the scissors support is flush with the top of the frame body (3).
2. The construction scaffolding set-up system as claimed in claim 1 wherein: the concrete foundation comprises a foundation base, a hardening layer (1) formed by solidifying reinforced concrete on the foundation base; the base plate (2) is arranged on the hardening layer (1), and the hardening layer (1) provides a stress foundation for the base plate (2) and the frame body (3) above.
3. The construction scaffolding set-up system as claimed in claim 1 wherein: the frame body (3) is composed of a vertical rod (31), a longitudinal horizontal rod (32) and a transverse horizontal rod (33).
4. A construction scaffolding set-up system according to claim 3 wherein: the upright rods (31) are vertically arranged on the base plate (2); the transverse horizontal rod (33) is fixedly arranged transversely perpendicular to the vertical rod (31); the longitudinal horizontal rod (32) is longitudinally and horizontally fixedly arranged perpendicular to the vertical rod (31) and is vertically and fixedly arranged with the transverse horizontal rod (33).
5. The construction scaffolding set-up system as claimed in claim 1 wherein: a safety net (4) for protecting the whole surface is arranged on the frame body (3); the scissors support (5) is arranged on the outer side of the frame body (3) positioned on the safety net (4), and the bottom support of the scissors support (5) is arranged on the base plate (2).
6. The construction scaffolding set-up system as claimed in claim 1 or 5 wherein: the scissor brace (5) comprises a telescopic sleeve section (51) and a telescopic screw rod section (52).
7. The construction scaffolding set-up system as claimed in claim 6 wherein: the sleeve section (51) is composed of an outer tube (511), an inner tube (512) which can slide in the outer tube and a clamping pin (513) which is inserted into clamping holes on the outer tube (511) and the inner tube (512), and the clamping position of the clamping pin (513) is adjusted by stretching and contracting the inner tube (512) and the outer tube (511) at a large distance.
8. The construction scaffolding set-up system as claimed in claim 6 wherein: the screw rod section (52) is composed of a screw sleeve A (521), a screw sleeve B (522) and a screw rod (523), two ends of the screw rod (523) are rotatably screwed in the screw sleeve A (521) and the screw sleeve B (522) through threads to realize small-distance telescopic adjustment, and the screw sleeve A (521), the screw sleeve B (522) and an inner pipe (512) of the corresponding sleeve section (51) can only be rotatably connected in a butt joint mode.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321345946.2U CN219973823U (en) | 2023-08-01 | 2023-08-01 | Construction scaffold erecting system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321345946.2U CN219973823U (en) | 2023-08-01 | 2023-08-01 | Construction scaffold erecting system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219973823U true CN219973823U (en) | 2023-11-07 |
Family
ID=88592602
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321345946.2U Active CN219973823U (en) | 2023-08-01 | 2023-08-01 | Construction scaffold erecting system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219973823U (en) |
-
2023
- 2023-08-01 CN CN202321345946.2U patent/CN219973823U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN210622376U (en) | Cultural relics building emergency reinforcing apparatus | |
| CN108729640B (en) | Mounting method of cantilever plate of assembled building | |
| CN114197325A (en) | Pier shaft construction safety protection platform | |
| CN112049019B (en) | Accurate installation structure and construction method for complex three-dimensional variable cross-section arch rib | |
| CN219973823U (en) | Construction scaffold erecting system | |
| CN112942808A (en) | Combined template construction method combining mechanized construction | |
| CN102312563A (en) | Method for connecting external scaffold with wall for large-span and ultra-story-height structures | |
| CN108678366B (en) | Self-angle-changing large column formwork system | |
| CN115149488B (en) | Combined type large-span buried cable suspension protection system based on bailey beam | |
| CN116181112A (en) | Method for dismantling and installing large-span roof and grid steel structure | |
| CN114427304B (en) | Assembled type edge protection device for cast-in-place concrete stairway | |
| CN110616735A (en) | Template system for retaining wall and construction method of retaining wall | |
| CN211114797U (en) | Hydraulic climbing formwork device and system with adjustable climbing angle | |
| CN112723094A (en) | Integrated wall-attached device based on synchronous climbing of light steel platform | |
| CN210622816U (en) | Movable adjustable novel grouting template | |
| CN206917125U (en) | A kind of assembled stair | |
| CN112922322B (en) | Construction method of two-way cosine three-dimensional corrugated steel plate arch-shaped supporting system | |
| CN211665580U (en) | Pier shaft template attached type operation platform | |
| CN218989910U (en) | Assembled high pier continuous beam construction bracket | |
| CN219431332U (en) | Safety enclosure net structure of cantilever frame | |
| CN114395976B (en) | Stepless-adjustment bailey piece support construction method | |
| CN220889434U (en) | A stull structure for scaffold | |
| CN210685313U (en) | Safe convenient house steel connection structure | |
| CN219993229U (en) | Reinforcing structure of overground part of multi-layer brick building and indoor construction auxiliary device | |
| CN220686735U (en) | Large-span concrete beam slab template supporting system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |