CN109577624A - Frame-shear structure scaffold system and construction method - Google Patents
Frame-shear structure scaffold system and construction method Download PDFInfo
- Publication number
- CN109577624A CN109577624A CN201811339741.7A CN201811339741A CN109577624A CN 109577624 A CN109577624 A CN 109577624A CN 201811339741 A CN201811339741 A CN 201811339741A CN 109577624 A CN109577624 A CN 109577624A
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- China
- Prior art keywords
- scaffold
- channel steel
- installation pedestal
- frame
- connecting rod
- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/02—Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension [1D] only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/24—Scaffolds primarily resting on the ground comprising essentially special base constructions; comprising essentially special ground-engaging parts, e.g. inclined struts, wheels
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
- E04G5/046—Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/12—Canopies
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Abstract
Frame-shear structure scaffold system, including channel steel are basic, are erected with scaffold on the basis of channel steel；Installation pedestal is equipped on the basis of the channel steel, scaffold bottom is adapted with installation pedestal；The entrance for being formed with and upwardly extending along scaffold bottom is set up in the scaffold, has built protection canopy on the outside of entrance；The scaffold is equipped with the wall connecting rod extended to outside scaffold；Compared with prior art, channel steel basis and upright bar installation pedestal, it is ensured that the stability of foundation of entire scaffolding structure；In addition, scaffold upright rod can realize Fast Installation in quick insertion casing；The assembled type platform plate and tool-type guardrail of use, casing annular connection member and card slot, can Fast Installation, improve entire construction efficiency；There is pre-buried connecting plate in wall in advance, connecting rod is provided with external screw thread, internal screw thread is arranged on wall connecting rod, can quickly fix scaffolding structure and wall, strengthen the resistance to capsizing of scaffold system.
Description
Technical field
The invention belongs to Construction Formwork & Scaffold Technology fields, more particularly, to a kind of frame-shear structure scaffold system and construction method.
Background technique
Scaffold is stacked as the interior material that provides on construction ground, the operating platform of Field Force's construction, because itself is tied
The advantages such as structure sets up simplicity, and assembly and disassembly technique is uncomplicated, and strong applicability, economic benefit are obvious, are applied during current civil engineering
Extensively.
But with the Rapid Expansion of China's building trade, many lack still is had found in scaffold application project at present
It falls into, such as: 1, scaffold basis is unstable, especially high-rise scaffold, because traditional scaffolding structure, upright bar are only direct
It is supported in the ground by cure process, so that upright bar support is unstable, is laid in advance though having for upright bar to be supported in now
The construction technology of ground channel steel, but upright bar carries out scaffold in the case where not doing any fixation and builds, and will increase entire apply
Work difficulty；2, platform board and guardrail installation low efficiency, most domestic scaffold is all directly big what is set up at present
Be laid with scaffold board, generally plank or bamboo clappers above small cross bar, but do not do any reinforcing in this way, people walk up will appear it is certain
It rocks, and currently in order to saving construction cost, scaffold guard rail are generally all replaced with a leger, danger coefficient is very high；3, foot hand
The interim port structure design of frame is unreasonable, as the unique passage for construction personnel and material disengaging, existing interim discrepancy
Mouth structure design is simultaneously unreasonable, frequently see near the interim entrance of scaffold structure design, build it is unreasonable due to cause foot
The declaration of an accident that hand cradle is collapsed.
For three point defects mentioned above, there is presently a need to find a kind of new type scaffold structures, are capable of providing a kind of steady
Fixed scaffold basis, and can be provided conveniently for setting up for subsequent upright bar；Operation platform plate and guardrail can also be improved
Installation effectiveness finally also ensures the structural strength of the interim entrance of scaffold.
Summary of the invention
The present invention is to provide a kind of stable structure, intensity is high, installation effectiveness to overcome above-mentioned defect in the prior art
High frame-shear structure scaffold system and construction method.
In order to reach the goals above, the technical scheme adopted by the invention is that: frame-shear structure scaffold system, feature exist
In, including channel steel basis, scaffold is erected on the basis of channel steel；Installation pedestal, scaffold bottom are equipped on the basis of the channel steel
It is adapted with installation pedestal；The entrance for being formed with and upwardly extending along scaffold bottom is set up in the scaffold, outside entrance
Protection canopy is built in side；The scaffold is equipped with the wall connecting rod extended to outside scaffold.
As a preferred solution of the present invention, the channel steel basis is I-shaped structure, and channel steel basis includes first
Strut, second support bar and connecting rod, connecting rod two end connect first support bar and second support bar.
As a preferred solution of the present invention, the connecting rod is equipped with connecting hole, and installation pedestal is equipped with and connecting hole
Compatible matching hole, is bolted to connection between installation pedestal and connecting rod.
As a preferred solution of the present invention, the installation pedestal is equipped with casing, and scaffold bottom is socketed on casing
Interior, the casing of several installation pedestals is located along the same line.
As a preferred solution of the present invention, the scaffold is built by scaffold upright rod and scaffold cross bar,
Scaffold upright rod is connected with installation pedestal, and scaffold cross bar is connected on scaffold upright rod.
As a preferred solution of the present invention, the scaffold is equipped with bridging, and bridging is located at entrance two sides,
Diagonal web member and facade brace are equipped between scaffold upright rod and scaffold cross bar.
As a preferred solution of the present invention, it is additionally provided with outside scaffold and supports on the scaffold, supportted outside scaffold and ground
Face is connected.
As a preferred solution of the present invention, the size of the protection canopy is adapted with scaffold size, on protection canopy
Equipped with protection canopy auxiliary pole and expanded metal lath, protection canopy auxiliary pole is located at entrance two sides, and expanded metal lath is located at the top of entrance.
The construction method of frame-shear structure scaffold system, in practical the claims 2-8 described in any claim, packet
Include following steps:
Step A: production snap ring, and snap ring is fixed on the ground in advance, and is welded with first support bar, second support bar and connecting rod
It connects to obtain channel steel basis, channel steel basis passes through snap ring and carrys out fixing groove base steel plinth；
Step B: fabrication and installation pedestal, installation pedestal are located on the basis of channel steel, in the upper installation scaffold upright rod of installation pedestal, from
And set up scaffold；
Step C: setting up the entrance to form scaffold, and is arranged outside bridging and scaffold on scaffold and supports；
Step D: adding the wall connecting rod with wall connecting on scaffold, realizes the connection between scaffold and wall；
Step E: building protection canopy on the outside of entrance, and protection canopy size is corresponding with scaffold size；
As a preferred solution of the present invention, the step F: it is laid with platform board in scaffold, and foot guard plate and shield are installed
Column.
The beneficial effects of the present invention are: channel steel basis and upright bar installation pedestal, it is ensured that the basis of entire scaffolding structure
Stability；In addition, scaffold upright rod can realize Fast Installation in quick insertion casing；The assembled type platform plate and work of use
Tool formula guardrail, casing annular connection member and card slot, can Fast Installation, improve entire construction efficiency；In wall in advance
There is pre-buried connecting plate, connecting rod is provided with external screw thread, internal screw thread is arranged on wall connecting rod, can quickly fix scaffolding structure and wall
Body strengthens the resistance to capsizing of scaffold system.
Detailed description of the invention
Fig. 1 is structural schematic diagram of the invention；
Fig. 2 is the structural schematic diagram of scaffold；
Fig. 3 is the main view of scaffold；
Fig. 4 is the top view of scaffold；
Fig. 5 is the side view of scaffold；
Fig. 6 is the main view of protection canopy；
Fig. 7 is the top view of protection canopy；
Fig. 8 is the side view of protection canopy；
Fig. 9 is the connection schematic diagram of channel steel basis and installation pedestal；
Figure 10 is the structural schematic diagram on channel steel basis；
Figure 11 is the positioning schematic diagram on channel steel basis；
Figure 12 is the structural schematic diagram of installation pedestal；
Figure 13 is the structural schematic diagram of platform board；
Appended drawing reference in figure: scaffold 1, scaffold cross bar 2, scaffold upright rod 3, protection canopy 4, protection canopy cross bar 5, diagonal web member 6,
Facade brace 7, horizontal brace 8, bridging 9, the main upright bar 10 of protection canopy, protection canopy auxiliary pole 11, protection canopy diagonal web member 12, protection
Canopy facade brace 13, the horizontal brace 14 of protection canopy, expanded metal lath 15, channel steel basis 18, first support bar 18-1, second support bar
18-2, connecting rod 18-3, snap ring 19, non-slip steel 20, installation pedestal 21, casing 22, spill pedestal 23, matching hole 23-1, through-hole
24, timber wedge 25, platform board 36, annular connection member 37, card slot 38, guardrail 39, thin wire 40, wall 41, foot guard plate 45, fastener
47, close mesh safety net 50, scaffold support 51 outside, outer support group seat 52, wall connecting rod 56, connecting rod 57, connecting plate 58, additional diagonal brace
59, inlet and outlet 60.
Specific embodiment
It elaborates with reference to the accompanying drawing to the embodiment of the present invention.
As shown in Figs 1-4, frame-shear structure scaffold system, including channel steel basis 18 are erected with foot hand on channel steel basis 18
Frame 1；Channel steel basis 18 is equipped with installation pedestal 21, and 1 bottom of scaffold is adapted with installation pedestal 21；Shape is set up in scaffold 1
At there is the entrance 60 upwardly extended along 1 bottom of scaffold, protection canopy 4 has been built on the outside of entrance 60；Scaffold 1, which is equipped with, to be prolonged
The wall connecting rod 56 outside scaffold 1 is extended to, wall connecting rod 56 is connected with wall 41, so that scaffold 1 is connect with wall 41, to make
Obtaining scaffold 1 has better stability.
Channel steel basis 18 be I-shaped structure, channel steel basis 18 include first support bar 18-1, second support bar 18-2 and
Connecting rod 18-3, the both ends connecting rod 18-3 connect first support bar 18-1 and second support bar 18-2, and channel steel basis 18 passes through first
Strut 18-1, second support bar 18-2 and connecting rod 18-3 weld to obtain i shaped cross section.
Connecting rod 18-3 is equipped with connecting hole 24, and installation pedestal 21 is equipped with matching hole 23-1 compatible with connecting hole 24,
It is bolted to connection between installation pedestal 21 and connecting rod 18-3, realizes the fixed company between installation pedestal 21 and connecting rod 18-3
Connect, and be equipped with timber wedge 25 between installation pedestal 21 and connecting rod 18-3,25 size of timber wedge according to installation pedestal 21 and connecting rod 18-3 it
Between space be designed so that between installation pedestal 21 and connecting rod 18-3 have better connectivity.
Installation pedestal 21 is equipped with casing 22, and 1 bottom of scaffold is socketed in casing 22, the casing of several installation pedestals 21
22 are located along the same line, installation pedestal 21 include casing 22 and spill pedestal 23,22 interior diameter of casing with scaffold upright rod 3 outside
Diameter, 23 two sides of spill pedestal also offer the matching hole 23-1 of the identical size with the through-hole 24 on connecting rod 18-3.
Scaffold 1 is built by scaffold upright rod 3 and scaffold cross bar 2, and scaffold upright rod 3 is connected with installation pedestal 21
It connects, scaffold cross bar 2 is connected on scaffold upright rod 3, and scaffold cross bar 2 includes the orthogonal first crossbar in direction and second
Cross bar, it is vertical two-by-two between first crossbar, second crossbar and scaffold upright rod 3, and scaffold upright rod 3 is vertically arranged with ground,
First crossbar and second crossbar and ground level are arranged.
Scaffold 1 is equipped with bridging 9, and bridging 9 is located at 60 two sides of entrance, scaffold upright rod 3 and scaffold cross bar 2
Between be equipped with diagonal web member 6 and facade brace 7, between scaffold upright rod 3 and first crossbar be equipped with horizontal brace 8, scaffold upright rod 3
It is equipped with diagonal web member 6 between second crossbar, facade brace 7 is equipped between first crossbar and second crossbar, bridging 9, level are tiltedly
The setting of bar 8, diagonal web member 6 and facade brace 7 is so that scaffold 1 has higher intensity, to improve the stabilization of scaffold 1
Property.
It is additionally provided on scaffold 1 outside scaffold and supports 51, supportted 51 outside scaffold and be connected with ground, 51 and ground are supportted outside scaffold
Between be equipped with outer support group seat 52, outer support group seat 52 is fixedly connected on ground, so that having more between scaffold 1 and ground
Good stability.
The size of protection canopy 4 is adapted with 1 size of scaffold, and protection canopy 4 is equipped with protection canopy auxiliary pole 11 and expanded metal lath
15, protection canopy auxiliary pole 11 is located at 60 two sides of entrance, and expanded metal lath 15 is located at 60 top of entrance, expanded metal lath 15 and protection canopy pair
The stability of the raising entrance 60 of upright bar 11.
The construction method of frame-shear structure scaffold system, includes the following steps:
The reinforcement fabrication snap ring of first step φ 18, and snap ring 19 is fixed on the ground in advance, and with first support bar 18-1,
Second support bar 18-2 and connecting rod 18-3 welds to obtain channel steel basis 18, and channel steel basis 18 passes through snap ring 19 and carrys out fixing groove base steel plinth
18, timber wedge 25, the channel steel basis 18 fixed are inserted between 18 top surface of channel-steel base and snap ring 19.
Second fabrication and installation pedestal 21,21 structure of installation pedestal include casing 22 and spill pedestal 23, straight in casing 22
Diameter is located on channel steel basis 18 with 3 overall diameter installation pedestal 21 of scaffold upright rod, and 23 two sides of spill pedestal have opened up same through-hole
The several installation pedestals 21 made then are mounted on channel steel basis 18 by the spacing of 1m by the matching hole 23-1 of 24 identical sizes
On, fixed by high-strength bolt, on channel steel basis 18 weld non-slip steel 20 so that channel steel basis 18 with spill pedestal 23 it
Between have better connectivity, on casing 22 install scaffold upright rod 3, to set up scaffold 1.
Third portion sets up the entrance 60 to form scaffold 1, and is arranged outside bridging 9 and scaffold on scaffold 1 and supports
51, increase the stability of scaffold 1.
4th adds the wall connecting rod 56 connecting with wall 41 on scaffold 1, realizes between scaffold 1 and wall 41
It connects, setting is embedded with connecting plate 58 in advance in wall 41, the connecting rod 57 being welded on connecting plate 58,57 surface band of connecting rod
There is external screw thread, be equipped with screw thread in wall connecting rod 56, can realize and fasten with connecting rod 57.Wall connecting rod 56 is connected with scaffold 1 again, with this
Reach fixed scaffold 1, plays the anti-effect of overturn-preventing
5th is built protection canopy 4 on the outside of entrance 60, and protection canopy 4 includes protection canopy cross bar 5, the main upright bar 10 of protection canopy and anti-
The auxiliary upright bar 11 of canopy is protected, 4 size of protection canopy is corresponding with 1 size of scaffold, and it is oblique to be also provided with protection canopy facade on 4 facade of protection canopy
Bar 13, top surface are mounted with protection canopy horizontal plane brace 14, and side has set up protection canopy diagonal web member 12, for improving protection canopy 4
Structural strength, protection canopy horizontal plane brace 14 and protection canopy diagonal web member 12 are arranged in Z-shaped
6th is laid with platform board 36 in scaffold 1, and 36 two sides of platform board are provided with annular connection member 37, and both sides are also set up
There are two rows of card slots 38, platform board 36 is laid on protective fence cross bar 5, is connected by annular connection member 37 and scaffold upright rod 3
It connects, then the insertion tool formula guardrail 39 in the card slot 38 on platform board 36,39 both ends of guardrail utilize thin wire 40 and scaffold
Upright bar 3 is fixed, and installs foot guard plate 45 and guardrail 39, and foot guard plate 45 and guardrail 39 are arranged along 36 edge of platform board, edge
Entire scaffold 1 and 4 alien invasion of protection canopy install close mesh safety net 50, play the role of protection.
The foregoing description of the disclosed embodiments enables those skilled in the art to implement or use the present invention.
Various modifications to these embodiments will be readily apparent to those skilled in the art, as defined herein
General Principle can be realized in other embodiments without departing from the spirit or scope of the present invention；Therefore, of the invention
It is not intended to be limited to the embodiments shown herein, and is to fit to and the principles and novel features disclosed herein phase one
The widest scope of cause.
Although appended drawing reference in figure is used more herein: scaffold 1, scaffold cross bar 2, scaffold upright rod 3, protection
Canopy 4, protection canopy cross bar 5, diagonal web member 6, facade brace 7, horizontal brace 8, bridging 9, the main upright bar 10 of protection canopy, protection canopy pair are vertical
Bar 11, protection canopy diagonal web member 12, protection canopy facade brace 13, the horizontal brace 14 of protection canopy, expanded metal lath 15, channel steel basis 18, the
One support rod 18-1, second support bar 18-2, connecting rod 18-3, snap ring 19, non-slip steel 20, installation pedestal 21, casing 22, spill
Pedestal 23, matching hole 23-1, through-hole 24, timber wedge 25, platform board 36, annular connection member 37, card slot 38, guardrail 39, thin wire
40, wall 41, foot guard plate 45, fastener 47, close mesh safety net 50, scaffold support 51 outside, outer support group seat 52, wall connecting rod 56, connection
Bar 57, connecting plate 58 add the terms such as diagonal brace 59, inlet and outlet 60, but it does not exclude the possibility of using other terms；Use this
A little terms are only for the convenience of describing and explaining the nature of the invention；It is construed as any additional limitation
It is all to be disagreed with spirit of that invention.
Claims (10)
1. frame-shear structure scaffold system, which is characterized in that it is basic (18) including channel steel, foot hand is erected on channel steel basis (18)
Frame (1)；The channel steel basic (18) is equipped with installation pedestal (21), and scaffold (1) bottom is adapted with installation pedestal (21)；Institute
It states and sets up the entrance (60) for being formed with and upwardly extending along scaffold (1) bottom in scaffold (1), built on the outside of entrance (60)
There are protection canopy (4)；The scaffold (1) is equipped with and extends to the wall connecting rod (56) of scaffold (1) outside.
2. frame-shear structure scaffold system according to claim 1, which is characterized in that the channel steel basic (18) is I-shaped
Type structure, channel steel basis (18) includes first support bar (18-1), second support bar (18-2) and connecting rod (18-3), connecting rod (18-
3) both ends connection first support bar (18-1) and second support bar (18-2).
3. frame-shear structure scaffold system according to claim 2, which is characterized in that the connecting rod (18-3), which is equipped with, to be connected
It connects hole (24), installation pedestal (21) is equipped with connecting hole (24) compatible matching hole (23-1), installation pedestal (21) and company
It is bolted to connection between bar (18-3).
4. frame-shear structure scaffold system according to claim 3, which is characterized in that the installation pedestal (21) is equipped with
Casing (22), scaffold (1) bottom are socketed in casing (22), and the casing (22) of several installation pedestals (21) is located at same straight line
On.
5. frame-shear structure scaffold system according to claim 1, which is characterized in that the scaffold (1) is by scaffold
Upright bar (3) and scaffold cross bar (2) are built, and scaffold upright rod (3) is connected with installation pedestal (21), scaffold cross bar
(2) it is connected on scaffold upright rod (3).
6. frame-shear structure scaffold system according to claim 5, which is characterized in that the scaffold (1) is equipped with and cuts
Knife supports (9), and bridging (9) is located at entrance (60) two sides, and oblique abdomen is equipped between scaffold upright rod (3) and scaffold cross bar (2)
Bar (6) and facade brace (7).
7. frame-shear structure scaffold system according to claim 6, which is characterized in that be additionally provided on the scaffold (1)
(51) are supportted outside scaffold, (51) are supportted outside scaffold and are connected with ground.
8. frame-shear structure scaffold system according to claim 1, which is characterized in that the size of the protection canopy (4) with
Scaffold (1) size is adapted, and protection canopy (4) is equipped with protection canopy auxiliary pole (11) and expanded metal lath (15), protection canopy auxiliary pole
(11) it is located at entrance (60) two sides, expanded metal lath (15) is located at the top of entrance (60).
9. the construction method of frame-shear structure scaffold system, in practical the claims 2-8 described in any claim, including
Following steps:
Step A: production snap ring (19) and fixes snap ring (19) on the ground in advance, and with first support bar (18-1), second
Support rod (18-2) and connecting rod (18-3) welding obtain channel steel basis (18), and channel steel basis (18) passes through snap ring (19) and carrys out fixing groove
Base steel plinth (18)；
Step B: fabrication and installation pedestal (21), installation pedestal (21) is located on channel steel basic (18), in the upper of installation pedestal (21)
It installs scaffold upright rod (3), to set up scaffold (1)；
Step C: setting up the entrance (60) to form scaffold (1), and bridging (9) and scaffold are arranged on scaffold (1)
Outer support (51)；
Step D: adding the wall connecting rod (56) connecting with wall (41) on scaffold (1), realizes scaffold (1) and wall (41)
Between connection；
Step E: it is built protection canopy (4) on the outside of entrance (60), protection canopy (4) size is corresponding with scaffold (1) size；
Step F: platform board (36) are laid in scaffold (1), and foot guard plate (45) and guardrail (39) are installed.
10. the construction method of frame-shear structure scaffold system according to claim 9, which is characterized in that the snap ring
(19) timber wedge (25) of clamping slot base steel plinth (18), installation pedestal (21) and channel steel basis are equipped between channel steel basic (18)
(18) junction is welded with non-slip steel (20).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811339741.7A CN109577624A (en) | 2018-11-12 | 2018-11-12 | Frame-shear structure scaffold system and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811339741.7A CN109577624A (en) | 2018-11-12 | 2018-11-12 | Frame-shear structure scaffold system and construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109577624A true CN109577624A (en) | 2019-04-05 |
Family
ID=65922150
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811339741.7A Withdrawn CN109577624A (en) | 2018-11-12 | 2018-11-12 | Frame-shear structure scaffold system and construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109577624A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565929A (en) * | 2019-07-26 | 2019-12-13 | 江苏兴厦建设工程集团有限公司 | Scaffolding for the construction of large-scale paving wall parts for building exterior walls |
| CN110565928A (en) * | 2019-07-26 | 2019-12-13 | 江苏兴厦建设工程集团有限公司 | Fast-assembling, quick detach formula scaffold frame for construction of building outer wall |
-
2018
- 2018-11-12 CN CN201811339741.7A patent/CN109577624A/en not_active Withdrawn
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565929A (en) * | 2019-07-26 | 2019-12-13 | 江苏兴厦建设工程集团有限公司 | Scaffolding for the construction of large-scale paving wall parts for building exterior walls |
| CN110565928A (en) * | 2019-07-26 | 2019-12-13 | 江苏兴厦建设工程集团有限公司 | Fast-assembling, quick detach formula scaffold frame for construction of building outer wall |
| CN110565929B (en) * | 2019-07-26 | 2021-08-31 | 江苏兴厦建设工程集团有限公司 | Scaffolding for the construction of large-scale wall paving parts for building exterior walls |
| CN110565928B (en) * | 2019-07-26 | 2021-08-31 | 江苏兴厦建设工程集团有限公司 | Fast-assembling, quick detach formula scaffold frame for construction of building outer wall |
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Application publication date: 20190405 |
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