CN109577632A - A kind of swinging scaffold and its construction method - Google Patents
A kind of swinging scaffold and its construction method Download PDFInfo
- Publication number
- CN109577632A CN109577632A CN201910038769.5A CN201910038769A CN109577632A CN 109577632 A CN109577632 A CN 109577632A CN 201910038769 A CN201910038769 A CN 201910038769A CN 109577632 A CN109577632 A CN 109577632A
- Authority
- CN
- China
- Prior art keywords
- support beam
- pull rod
- main support
- main body
- connector
- 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.)
- Granted
Links
- 238000010276 construction Methods 0.000 title claims abstract description 36
- 230000003014 reinforcing effect Effects 0.000 claims description 26
- 230000002787 reinforcement Effects 0.000 claims description 20
- 238000009434 installation Methods 0.000 claims description 12
- 239000000126 substance Substances 0.000 claims description 6
- 239000002689 soil Substances 0.000 claims description 3
- 230000015271 coagulation Effects 0.000 claims 1
- 238000005345 coagulation Methods 0.000 claims 1
- 238000000034 method Methods 0.000 abstract description 15
- 230000008569 process Effects 0.000 abstract description 7
- 238000000059 patterning Methods 0.000 abstract description 4
- 229910000831 Steel Inorganic materials 0.000 description 11
- 239000010959 steel Substances 0.000 description 11
- 238000010586 diagram Methods 0.000 description 9
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 239000000725 suspension Substances 0.000 description 3
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 2
- 235000017491 Bambusa tulda Nutrition 0.000 description 2
- 241001330002 Bambuseae Species 0.000 description 2
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 2
- 239000011425 bamboo Substances 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 210000000452 mid-foot Anatomy 0.000 description 2
- 230000032258 transport Effects 0.000 description 2
- 230000008901 benefit Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 210000002683 foot Anatomy 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/18—Scaffolds essentially supported by building constructions, e.g. adjustable in height supported by cantilevers or other provisions mounted in openings in the building, e.g. window openings
-
- 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
- E04G5/006—Scaffold with cantilevered sections, e.g. to accommodate overhangs or recesses in the facade
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Movable Scaffolding (AREA)
Abstract
The invention discloses a kind of swinging scaffold and its construction methods.The swinging scaffold, including with the vertically disposed more main support beams of concrete main body facade, every main support beam is connected by pull rod with overhanging component, the upper end of pull rod is hung on overhanging component by pull rod upper connector, the lower end of pull rod passes through connector under pull rod and is connected with main support beam, and two adjacent main support beams pass through horizontal support beam and connect.Swinging scaffold of the present invention and its construction method, cantilever span is big, and boundary of works area is big, increases the accuracy and safety of construction；The characteristics of having merged hanging basket and scaffold, have the characteristics that pin-connected panel peace tear open quickly, cantilever span is big, work surface is spacious, the influence to other flow charts is small, patterning process, can be used in turn.
Description
Technical field
The present invention relates to a kind of swinging scaffold and its construction methods.
Background technique
Building in order to highlight building gas field, show building status, it will usually at roof layouts " room cap ", this overhanging is made
Type.When " room cap " constructs, after completing the construction of main support force structure, the construction of decorative cover need to be carried out in " room cap " bottom,
But construction operation platform is set up more difficult at this.Traditional approach mainly uses steel pipe console mode scaffold, overhanging type foot hand
Frame or hanging basket find that these types of mode all has some defects in the actual construction process, such as: (1) when overhanging component overhangs
When longer and absolute altitude is higher, common steel tube scaffold and hanging basket then exist compared with big limitation；(2) the fixed trouble of hanging basket installation, water
Flat work surface is limited, and operating platform stability is poor, and security risk is relatively more, and cantilever span is limited, has an effect on concrete master
The construction of body facade and roofing concerned process steps；(3) overhanging scaffold cantilever span is limited, and it is big to set up project amount, process dismounting
Trouble, the small influence construction of upright bar spacing, also will affect the construction of other process within the scope of overhang layer.
Therefore, the novel operation structure of one kind is needed now to solve the above problems.
Summary of the invention
The present invention provides a kind of pin-connected panel peace tear open quickly, cantilever span is big, work surface is spacious, patterning process, can have enough to meet the need
The swinging scaffold and its construction method used, solves problems of the prior art.
Used technical solution is the present invention to solve above-mentioned technical problem:
A kind of swinging scaffold, more main support beams being connect including one end with concrete main body facade, the main branch
Support beam be located in same level, main support beam close to one end of concrete main body facade pass through a main support beam connector and
Concrete main body facade is connected, and every main support beam passes through one group of pull rod and is connected with overhanging component, two adjacent main supports
Liang Jun is connected by several horizontal support beams perpendicular to main support beam, and the both ends of every horizontal support beam pass through a horizontal support respectively
Beam connection is connected with main support beam, and the main support beam and horizontal support beam arranged crosswise form a grid platform.
The upper end of the pull rod passes through a pull rod upper connector and hangs on overhanging component, and the lower end of the pull rod is logical
Connector under a pull rod is crossed to be connected with main support beam.
It is equipped with step frame at the top of grid platform, the step frame is spelled by step upright bar, step cross bar and step vertical pole
Dress is formed, and step upright bar, step cross bar are connected with the cross part of step vertical pole by fastener, and the lower end of step upright bar passes through step
Upright bar connector is connected with grid platform, is equipped with pedal on the step surface of step frame.
The main support beam connector includes the T-type connector being fixed on concrete main body facade by chemical anchor bolts,
The end of the main support beam is connected by bolt with T-type connector；The pull rod upper connector is that can be socketed in overhanging component
On splicing box, the splicing box connect again with pull rod after being sequentially connected by three quarter butts by bolt and formed, the drawing
Connector is the connection otic placode being welded in main support beam under bar, and pull rod lower end is connected by bolt with connection otic placode；The cross
Support beam connection is the connection otic placode being welded in main support beam, and horizontal support beam both ends are connected by bolt with connection otic placode.
The step upright bar connector includes the casing being welded at the top of grid platform, the lower end grafting of the step upright bar
In in casing, and held out against in casing by the bolt in the threading of head.
It is connected between two adjacent horizontal support beams by several secondary support beams.
Ruggedized construction is equipped on the concrete main body close to installation overhanging component, the ruggedized construction includes arranging in broken line
More reinforcements being listed at the top of concrete main body, the end of every reinforcement pass through a reinforcing beam connection and concrete master
The top of body is connected.
The beam connection of reinforcing includes the reinforcing girder bearing plate by being fixed on concrete main body by chemical anchor bolts,
It reinforces on girder bearing plate and is welded with reinforcement connecting plate, the both ends of reinforcement pass through bolt and are connected with reinforcement connecting plate.
The construction method of the swinging scaffold, includes the following steps:
(1) pull rod is attached by connector under pull rod and main support beam and is lifted to mounting height；
(2) pull rod is connected with overhanging component by pull rod upper connector, by main support beam connector by main support beam
It is connected with concrete main body facade；
(3) horizontal support beam is connected by horizontal support beam connection with main support beam.
Before construction carry out concrete main body reinforcing, comprising: installation overhanging component concrete main body facade on
And multiple reinforcing beam connections are installed at the top of concrete main body, each beam connection of reinforcing is connected by reinforcement, and reinforcement
Connector is arranged in meander line structure.
The present invention using the above structure, has the advantage that
Swinging scaffold of the present invention and its construction method carry out suspension connection by pull rod and overhanging component, pass through master
The characteristics of supporting beam is connected with concrete main body facade, has merged hanging basket and scaffold guarantees the stability and safety of platform,
, cantilever span big with boundary of works area is big, pin-connected panel peace tear open quickly, cantilever span is big, work surface is spacious, to other flow charts
Influence is small, patterning process, the features such as being used in turn, increase the accuracy and safety of construction；Supporting beam can be offset
Portion of midfoot hand cradle overall load is applied to the torque on concrete main body, can be with to reduce the load that overhanging component is subject to
The reinforcing that concrete main body needs is reduced to a certain extent；Pull rod and main support beam first can carry out pre- group of modularization on ground
Dress, it is possible to reduce amount of high-altitude operation.
Detailed description of the invention
Fig. 1 is the structural diagram of the present invention；
Fig. 2 is that the structural schematic diagram after step frame is built at the top of grid platform；
Fig. 3 is the enlarged structure schematic diagram in the portion A in Fig. 1；
Fig. 4 is the enlarged structure schematic diagram in the portion B in Fig. 2；
Fig. 5 is the enlarged structure schematic diagram of T-type connector；
Fig. 6 is the enlarged structure schematic diagram of pull rod upper connector；
Fig. 7 is the enlarged structure schematic diagram of connector under pull rod；
Fig. 8 is the enlarged structure schematic diagram of step upright bar connector；
Fig. 9 is the enlarged structure schematic diagram for reinforcing beam connection.
In figure, 1, main support beam, 2, main support beam connector, 21, T-type connector, 3, pull rod, 4, pull rod upper connector,
41, quarter butt, 5, connector under pull rod, 51, connection otic placode, 6, horizontal support beam, 7, horizontal support beam connection, 8, step upright bar, 9,
Step cross bar, 10, step vertical pole, 12, step upright bar connector, 121, casing, 13, pedal, 14, secondary support beam, 15, reinforcing
Beam, 16, reinforcing beam connection, 161, reinforcing girder bearing plate, 162, reinforcement connecting plate.
Specific embodiment:
In order to clarify the technical characteristics of the invention, below by specific embodiment, and its attached drawing is combined, to this hair
It is bright to be described in detail.
Embodiment 1:
As shown in fig. 1, the present embodiment swinging scaffold, more masters being connect including one end with concrete main body facade
Supporting beam 1, the main support beam 1 are located in same level, and main support beam 1 passes through close to one end of concrete main body facade
One main support beam connector 2 is connected with concrete main body facade, and every main support beam 1 passes through one group of pull rod 3 and overhanging component
It is connected, two adjacent main support beams 1 are connected by several horizontal support beams 6 perpendicular to main support beam 1, every horizontal support
The both ends of beam 6 pass through a horizontal support beam connection 7 respectively and are connected with main support beam 1, and the main support beam 1 is handed over horizontal support beam 6
Fork arrangement forms a grid platform.
The upper end of the pull rod 3 passes through a pull rod upper connector 4 and hangs on overhanging component, the lower end of the pull rod 3
It is connected by connector 5 under a pull rod with main support beam 1.
When Specific construction, the link position of horizontal support beam connection 7 and concrete main body facade is to the left or right side is deviateed
The link position 10cm of overhanging component and concrete main body facade prevents concrete main body facade stress from excessively concentrating.In addition, main
Supporting beam is connect with the positional relationship preferred vertical of concrete main body facade.
The present embodiment swinging scaffold carries out suspension connection by pull rod and overhanging component, by main support beam 1 and mixes
Solidifying soil main body facade connection, supporting beam can offset the torque that portion of midfoot hand cradle overall load is applied on concrete main body,
To reduce the load that overhanging component is subject to, the reinforcing of concrete main body needs can be reduced to a certain extent.And it is traditional outstanding
The formula scaffold of choosing is under the top for being fixed on concrete main body by one end of supporting beam realizes that overhanging, this overhanging mode are
The support of portion's support formula, will be undertaken whole load by the supporting beam of lower part, at concrete main body and supporting beam link position by
Torque it is larger.
Embodiment 2:
In the present embodiment, the quantity of every group of pull rod 3 is two, respectively with the middle part of main support beam 1 and far from concrete master
One end of body facade is connected, and guarantees the stress equalization of main support beam.
Embodiment 3:
The present embodiment and embodiment 2 the difference is that:
As shown in Fig. 1-Fig. 9, it is equipped with step frame at the top of grid platform, worker is facilitated to carry out the construction of different height
Operation.
The step frame is formed by step upright bar 8, step cross bar 9 and 10 assembly of step vertical pole, and step upright bar 8, step are horizontal
Bar 9 is connected with the cross part of step vertical pole 10 by fastener, and the lower end of step upright bar 8 passes through step upright bar connector 12 and grid
Platform is connected, and pedal 13 is equipped on the step surface of step frame.The fastener is used to build scaffold in the prior art
Common fastener, the side of step frame be equipped with guardrail, prevent the generation of falling accident, guarantee the construction safety of worker.
The step upright bar connector 12 includes the casing 121 being welded at the top of grid platform, under the step upright bar 8
End is plugged in casing 121, and is held out against in casing 121 by the bolt in head threading 121, using above-mentioned installation knot
Structure realizes convenient installation, the disassembly of step frame, and is used in turn.
Embodiment 4:
As shown in Fig. 1-Fig. 9, connect under main support beam connector 2, the pull rod upper connector 4, pull rod in the present embodiment
The concrete form that fitting 5, horizontal support beam connection 7 use are as follows:
The main support beam connector 2 includes the T-type connector being fixed on concrete main body facade by chemical anchor bolts
21, the end of the main support beam 1 is connected by bolt with T-type connector 21；The pull rod upper connector 4 is outstanding for that can be socketed in
The splicing box on component is chosen, the splicing box connect shape with pull rod 3 again after being sequentially connected by three quarter butts 41 by bolt
At connector 5 is the connection otic placode 51 being welded in main support beam 1 under the pull rod, and 3 lower end of pull rod passes through bolt and engaging lug
Plate 51 is connected；The horizontal support beam connection 7 is the connection otic placode 51 being welded in main support beam 1, and 6 both ends of horizontal support beam pass through
Bolt is connected with connection otic placode 51.
The upper end of pull rod 3 passes through splicing box and hangs on overhanging component, and installation and later period is facilitated to remove, to overhanging structure
Part does not damage.
Embodiment 5:
As shown in Fig. 1-Fig. 9, connected between two adjacent horizontal support beams 6 by several secondary support beams 14, it is described
Main support beam, horizontal support beam and secondary support beam intersect to form grid platform.In order to improve working security, practical operation
When, safety net is equipped in the upper surface of grid platform.
Embodiment 6:
As shown in Fig. 1-Fig. 9, when former concrete main body is not able to satisfy the load requirement of installation swinging scaffold, need
First concrete main body is reinforced, therefore the present embodiment is equipped on the concrete main body close to installation overhanging component and reinforces
Structure, the ruggedized construction include that more reinforcements 15 at the top of concrete main body are arranged in broken line, every reinforcement 15
End passes through a reinforcing beam connection 16 and is connected with the top of concrete main body.
The beam connection 16 of reinforcing includes the reinforcing girder bearing plate by being fixed on concrete main body by chemical anchor bolts
161, reinforcement connecting plate 162 is welded on reinforcing girder bearing plate 161, the both ends of reinforcement 16 pass through bolt and reinforcement connects
Fishplate bar 162 is connected.
In the respective embodiments described above, the main support beam, horizontal support beam and secondary support beam are I-steel, and the pull rod adds
Gu Liang is channel steel.
The construction method of swinging scaffold described in embodiment 1, includes the following steps:
(1) every group of pull rod 3 that pull rod 3 is attached with main support beam 1 by connector 5 under pull rod, and will connected
With the lifting of main support beam 1 to mounting height；Method particularly includes: each connection otic placode is welded in main support beam on ground, and handle
Pull rod 3 makes to be fixed by bolts in the connection otic placode of main support beam, will be every using the hoist engine lifting being fixed on overhanging component
After group pull rod 3 and the lifting in place of main support beam 1, main support beam 1 is fixed on to the master being embedded on concrete main body using bolt
Beam connection 2 is supported, 1 level of main support beam is adjusted, pull rod 3 is pre-fixed on overhanging component, the verticality of adjusting yoke 3,
3 upper end of steady brace；
It is pull rod 3 and main support beam 1 is first pre-assembled in ground progress modularization, it is possible to reduce amount of high-altitude operation；
(2) pull rod is connected with overhanging component by pull rod upper connector 4, by main support beam connector 2 by main support
Beam 1 is connected with concrete main body facade；Method particularly includes: pull rod 3 is connected by the quarter butt 41 and overhanging component for being spliced into box
It connects, lower part is connect by connection otic placode with main support beam 1；
(3) horizontal support beam 6 is connected by horizontal support beam connection 7 with main support beam 1；
(4) secondary support beam 14 is installed between two adjacent horizontal support beams 6；
(5) it intersects in main support beam, horizontal support beam and secondary support beam and is laid with safety net on the grid platform to be formed；
(6) step frame is built at the top of grid platform, method particularly includes:
When Specific construction, the cross part of step upright bar 8, step cross bar 9 and step vertical pole 10 is connected by 90 ° of steel tube fasteners
It connects, the lower end of step upright bar 8 is plugged in casing 121, and by screwing the fixed step upright bar 8 of the bolt on sleeve, casing 121
Bottom is welded on grid platform, covers tube length 150mm diameter 60mm, spacing 1400mm.
It is connected by step upright bar connector 12 with grid platform, obtaining tool, there are four the step frame of step, each steps
Height difference 600mm, width 1200mm,
250x3000mm perforation steel pedal 13 is laid on the step surface of step frame, pedal is bundled using 3mm iron wire, and every piece
Pedal is no less than four binding points, and the facade of step frame is laid with 12mm bamboo slab rubber, between bamboo slab rubber and the steel pipe for building step frame
It is bound using iron wire.
(7) guardrail is installed in the outside of step frame, the front rail of guardrail is connected by 90 ° of steel tube fasteners and vertical railing
It connects, spacing 1200mm, and connect with step frame, is connect using steel pipe with overhanging component at the top of guardrail, spacing 1400mm.
When former concrete main body is not able to satisfy the load requirement of installation swinging scaffold, need first to concrete main body
It is reinforced.Reinforced according to design drawing, when reinforcing stringent construction in line with the drawings, guarantee that material therefor meets design requirement, pacify
Dress is correct, and Impact direction is correct.Scheme of Strengthening such as figure carry out the reinforcing of concrete main body before construction, method particularly includes: pacifying
It fills on the concrete main body facade of overhanging component and multiple reinforcing beam connections, each reinforcement is installed in the top of concrete main body
Connector is connected by reinforcement, and is reinforced beam connection and arranged in meander line structure.
After the completion of construction, when removing swinging scaffold of the present invention, because being high building project, using being spaced when dismounting
One across dismounting, first removes the grid platform of rotation angle position, is then spaced one across removing one across using hoist engine to transport pedal, steel
Pipe and channel steel, remaining grid platform whole one under 4 hoist engines across being fallen to the ground, and fastener and small-sized accessory are from construction elevator
It transports down.
Swinging scaffold of the present invention and its construction method, using overhanging component and main support beam as force structure,
A supporting beam is done below every support rod of overhanging component, supporting beam one end is fixed on concrete main body, and is passed through
Pull rod suspension is fixed on overhanging component, is connected between supporting beam using horizontal support beam, and secondary support beam is cooperated to form a grid
Platform can be laid with safety net on grid platform, guarantee the stability and safety of platform, merge the spy of hanging basket and scaffold
Point, have the characteristics that pin-connected panel peace tear open quickly, cantilever span is big, work surface is spacious, patterning process, can be used in turn.
Above-mentioned specific embodiment cannot function as limiting the scope of the invention, for the technology people of the art
For member, any alternate modification or transformation made to embodiment of the present invention are fallen within the scope of protection of the present invention.
Place is not described in detail by the present invention, is the well-known technique of those skilled in the art of the present technique.
Claims (10)
1. a kind of swinging scaffold, more main support beams being connect including one end with concrete main body facade, the main support
Beam is located in same level, and main support beam passes through a main support beam connector close to one end of concrete main body facade and mixes
Solidifying soil main body facade is connected, and every main support beam passes through one group of pull rod and is connected with overhanging component, two adjacent main support beams
It is connected by several horizontal support beams perpendicular to main support beam, the both ends of every horizontal support beam pass through a horizontal support beam respectively
Connector is connected with main support beam, and the main support beam and horizontal support beam arranged crosswise form a grid platform.
2. a kind of swinging scaffold according to claim 1, it is characterised in that: the upper end of the pull rod passes through a drawing
Bar upper connector is hung on overhanging component, and the lower end of the pull rod passes through connector under a pull rod and is connected with main support beam.
3. a kind of swinging scaffold according to claim 1, it is characterised in that: be equipped with step at the top of grid platform
Frame, the step frame are formed by step upright bar, step cross bar and step vertical pole assembly, and step upright bar, step cross bar and step are vertical
The cross part of bar is connected by fastener, and the lower end of step upright bar is connected by step upright bar connector with grid platform, in step
Pedal is equipped on the step surface of frame.
4. a kind of swinging scaffold according to claim 2, it is characterised in that: the main support beam connector includes logical
The T-type connector that chemical anchor bolts are fixed on concrete main body facade is crossed, the end of the main support beam is connected by bolt and T-type
Fitting is connected；The pull rod upper connector is the splicing box that can be socketed on overhanging component, and the splicing box is short by three
Bar connect to be formed with pull rod again after being sequentially connected by bolt, and connector is the connection being welded in main support beam under the pull rod
Otic placode, pull rod lower end are connected by bolt with connection otic placode；The horizontal support beam connection is the company being welded in main support beam
Ear connecting plate, horizontal support beam both ends are connected by bolt with connection otic placode.
5. a kind of swinging scaffold according to claim 1, it is characterised in that: the step upright bar connector includes weldering
The lower end of the casing being connected at the top of grid platform, the step upright bar is plugged in casing, and by the threading of head
Bolt is held out against in casing.
6. a kind of swinging scaffold according to claim 1, it is characterised in that: lead between two adjacent horizontal support beams
Cross several secondary support beam connections.
7. -6 any a kind of swinging scaffold according to claim 1, it is characterised in that: close to installation overhanging component
Concrete main body be equipped with ruggedized construction, the ruggedized construction include be arranged in broken line more at the top of concrete main body plus
Gu Liang, the end of every reinforcement pass through a reinforcing beam connection and are connected with the top of concrete main body.
8. a kind of swinging scaffold according to claim 7, it is characterised in that: the reinforcing beam connection includes passing through
It is fixed on the reinforcing girder bearing plate on concrete main body by chemical anchor bolts, is welded with reinforcement connecting plate on reinforcing girder bearing plate,
The both ends of reinforcement pass through bolt and are connected with reinforcement connecting plate.
9. the construction method of swinging scaffold according to claim 1, characterized by the following steps:
(1) pull rod is attached by connector under pull rod and main support beam and is lifted to mounting height；
(2) pull rod is connected by pull rod upper connector with overhanging component, by main support beam and is mixed by main support beam connector
Solidifying soil main body facade is connected；
(3) horizontal support beam is connected by horizontal support beam connection with main support beam.
10. the construction method of swinging scaffold according to claim 9, it is characterised in that: carry out coagulation before construction
The reinforcing of native main body, comprising: on the concrete main body facade of installation overhanging component and the installation of the top of concrete main body is more
A reinforcing beam connection, each beam connection of reinforcing is connected by reinforcement, and is reinforced beam connection and arranged in meander line structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910038769.5A CN109577632B (en) | 2019-01-16 | 2019-01-16 | Suspended scaffold and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910038769.5A CN109577632B (en) | 2019-01-16 | 2019-01-16 | Suspended scaffold and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109577632A true CN109577632A (en) | 2019-04-05 |
| CN109577632B CN109577632B (en) | 2023-10-27 |
Family
ID=65915157
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910038769.5A Active CN109577632B (en) | 2019-01-16 | 2019-01-16 | Suspended scaffold and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109577632B (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000234440A (en) * | 1998-12-16 | 2000-08-29 | Mitsubishi Electric Corp | Temporary scaffold materials for rack |
| CN104196222A (en) * | 2014-09-22 | 2014-12-10 | 中国华西企业股份有限公司 | Cantilever frame of tool type profile steel cantilever scaffold |
| JP2015074889A (en) * | 2013-10-07 | 2015-04-20 | 清水建設株式会社 | Connector for reinforcement brace for suspended ceiling |
| CN204781938U (en) * | 2015-06-26 | 2015-11-18 | 中国十七冶集团有限公司 | Bathroom hangs mould device |
| CN205777426U (en) * | 2016-07-12 | 2016-12-07 | 青岛博海建设集团有限公司 | One hangs overhanging scaffold |
| CN206174437U (en) * | 2016-10-31 | 2017-05-17 | 中建八局第一建设有限公司 | Be applied to gallows of super high overlength cantilevered member construction |
| CN108643544A (en) * | 2018-04-02 | 2018-10-12 | 中国十七冶集团有限公司 | A kind of high-altitude overhanging operation platform strutting system and construction method |
| CN209780193U (en) * | 2019-01-16 | 2019-12-13 | 中建八局第一建设有限公司 | Suspension type scaffold |
-
2019
- 2019-01-16 CN CN201910038769.5A patent/CN109577632B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000234440A (en) * | 1998-12-16 | 2000-08-29 | Mitsubishi Electric Corp | Temporary scaffold materials for rack |
| JP2015074889A (en) * | 2013-10-07 | 2015-04-20 | 清水建設株式会社 | Connector for reinforcement brace for suspended ceiling |
| CN104196222A (en) * | 2014-09-22 | 2014-12-10 | 中国华西企业股份有限公司 | Cantilever frame of tool type profile steel cantilever scaffold |
| CN204781938U (en) * | 2015-06-26 | 2015-11-18 | 中国十七冶集团有限公司 | Bathroom hangs mould device |
| CN205777426U (en) * | 2016-07-12 | 2016-12-07 | 青岛博海建设集团有限公司 | One hangs overhanging scaffold |
| CN206174437U (en) * | 2016-10-31 | 2017-05-17 | 中建八局第一建设有限公司 | Be applied to gallows of super high overlength cantilevered member construction |
| CN108643544A (en) * | 2018-04-02 | 2018-10-12 | 中国十七冶集团有限公司 | A kind of high-altitude overhanging operation platform strutting system and construction method |
| CN209780193U (en) * | 2019-01-16 | 2019-12-13 | 中建八局第一建设有限公司 | Suspension type scaffold |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109577632B (en) | 2023-10-27 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109629810A (en) | Closed builder's jack system and construction method | |
| CN105350454B (en) | Steel arch rib outer wrapped concrete construction method for steel trussed arch bridge | |
| CN109267487A (en) | A kind of long big section bent cap bracket system of overhanging | |
| CN108915725A (en) | A kind of small template lining construction method in double -side approach tunnel | |
| CN110259088B (en) | Method for erecting external protection scaffold of building with twisted vertical face | |
| CN108625483A (en) | A kind of equipment for the additional elevator shaft structure jack-up construction of assembled | |
| CN109881585A (en) | A kind of assembly flow shop platform for high pier construction | |
| CN104314013B (en) | Two Cantilever Construction Methods of a kind of pole asymmetrical array beam | |
| CN107100083A (en) | A kind of T-shaped high pier Cast-in-place Bent Cap formwork erecting structure and construction method | |
| CN110409318B (en) | Assembling and erecting method for large-span simply-supported steel-concrete composite beam | |
| CN209194354U (en) | High-altitude long-span binder base-supporting shellfish thunder support construction | |
| CN109235280A (en) | The operation platform and construction method of bridge coping | |
| CN209293474U (en) | A kind of support device that cantilevered structure falsework is shared with external scaffolding | |
| CN209780193U (en) | Suspension type scaffold | |
| CN106284103A (en) | Steel reinforced concrete combination beam roof steel bar concrete high-altitude cantilever pouring construction method | |
| CN109025259A (en) | One kind can turnover type hydraulic climbing formwork wall-attaching equipment | |
| CN109577632A (en) | A kind of swinging scaffold and its construction method | |
| CN108584646A (en) | A kind of additional elevator shaft structure of the assembled being adapted to jack-up construction | |
| CN105442736A (en) | Anti-floating construction method for cast-in-place concrete hollow floor sectional type combined device | |
| CN107574763A (en) | A kind of three main truss steel truss girder substep closure construction methods | |
| CN210177371U (en) | Cable-stayed cantilever type integrated bridge girder erection machine capable of piling | |
| CN109837838A (en) | A kind of construction method of steel reinforced concrete box beam | |
| CN106088564A (en) | Track climbing type monolithic architecture construction scaffolding | |
| CN102913007B (en) | Steel reinforcement processing shed and construction method therefor | |
| CN109555021A (en) | It is a kind of without pre-buried, movable continuous beam 0# block bracket |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |