CN109457936A - A kind of all steel climbing frame equipped with bridging - Google Patents
A kind of all steel climbing frame equipped with bridging Download PDFInfo
- Publication number
- CN109457936A CN109457936A CN201811467186.6A CN201811467186A CN109457936A CN 109457936 A CN109457936 A CN 109457936A CN 201811467186 A CN201811467186 A CN 201811467186A CN 109457936 A CN109457936 A CN 109457936A
- Authority
- CN
- China
- Prior art keywords
- node connecting
- upright bar
- brace
- climbing frame
- cross bar
- 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.)
- Pending
Links
- 230000009194 climbing Effects 0.000 title claims abstract description 31
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 29
- 239000010959 steel Substances 0.000 title claims abstract description 29
- 238000004080 punching Methods 0.000 claims description 9
- 230000015572 biosynthetic process Effects 0.000 claims 1
- 239000000203 mixture Substances 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 229910000746 Structural steel Inorganic materials 0.000 description 1
- 230000003796 beauty Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 238000004513 sizing Methods 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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
- E04G5/045—Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on profiles, e.g. I or H profiles
-
- 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
- E04G5/16—Struts or stiffening rods, e.g. diagonal rods
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses a kind of all steel climbing frame equipped with bridging, composition is connected by several small scissors support structures, scissors support structure includes upright bar, cross bar, brace and node connecting plate, node connecting plate is regular at a certain distance to be set in upright bar, cross bar is fixedly mounted between two lateral node connecting plates, brace is fixedly mounted between slanting two node connecting plates, upright bar, cross bar, brace is intersected in a little and is reliably connected with node connecting plate, upright bar, cross bar and brace form the immutable geometric system of triangle, wherein, the immutable geometric system of every four triangles is combined into a meter font structure unit, after whole spicing forming type, become all steel frame of bridging.The entire appearance of the present invention is in scissors support structure, and rigidity is enough, and stability is good, light-weight, at low cost, can be single assembled, time saving and energy saving less manpower.
Description
Technical field
The present invention relates to technical field of building construction, specifically a kind of all steel climbing frame equipped with bridging.
Background technique
Climbing frame is a kind of attachment type raise scaffold, is a kind of outer climbing type protective frame on construction site, via half
Steel climbing frame develops to all steel climbing frame, converts office operation, safety, beauty for high altitude operation.But it is installed and used in all steel frame
In the process, most of all steel framves need at least three talents that can install one piece of mesh sheet using the outer steel mesh of frame, take a lot of work also uneasy
Entirely, and sizing frame mesh sheet, it is nonstandard more, be unfavorable for secondary use.Meanwhile the outer steel mesh of frame only hangs over frame body with pin
On, it is not Hard link, is also not engaged in structure stress, do not have the effect of bridging at all, frame body stability is poor, and rigidity is not
It is enough, it is only exactly strictly speaking the decoration mesh sheet for playing the role of enclosing does not meet scaffold specification and climbing frame specification.
Summary of the invention
The purpose of the present invention is to overcome the deficiency in the prior art, adapts to realistic development, provides one kind and both meets industry standard,
It saves money again, all steel climbing frame equipped with bridging of saving of labor.
In order to achieve the above objectives, The technical solution adopted by the invention is as follows:
A kind of all steel climbing frame equipped with bridging is made up of, the scissors support structure packet several bridging structures to form
Upright bar, cross bar, brace and node connecting plate are included, the node connecting plate is set in the upright bar, described in lateral two
Cross bar is fixedly mounted between node connecting plate, is fixedly mounted brace between slanting two node connecting plates, the upright bar,
Cross bar, brace are intersected in a little and are reliably connected with the node connecting plate, and the upright bar, cross bar and brace form triangle
Immutable geometric system, wherein every four scissors support structures are first combined into a meter font structure, then whole again to spell
It connects.
Further, it is connected in the frame to be formed in the upright bar, cross bar and brace, nails on punching pressure watt mesh sheet；The climbing frame
The specification of the punching pressure watt mesh sheet of use is all the same, and can be overlapped, corner bendable.
Further, the upright bar connect the frame body frame to form the climbing frame, the frame body frame and building with walkway board
Tripod connection, tripod position branch immediately below the walkway board are cooperated by the guide rail being fixed on building between object
The tripod is supportted, the guide rail is channel steel structure or circular tube structure.
Further, it is set as a row for every two meters of the node connecting plate, the spacing between the two neighboring upright bar is with two meters
For normal pitch.
Further, the node connecting plate is equipped with several hole locations, and the hole location and M16 screw assembly cooperate.
Further, the upright bar is 50X50 square tube, and the brace is 50X50 angle steel or 40X40 square tube.
Further, the lateral section of the cross bar is set as T-type.
The advantages and positive effects of the present invention:
(1) excellent in stability: entire outer surface is in bridging structural steel, and upright bar cross bar brace is intersected in node connecting plate,
And be reliably connected, meet climbing frame code requirement, is all steel climbing frame truly with bridging, rigidity is enough, and stability is good
It is good.
(2) saving of labor: upright bar, cross bar, brace, mesh sheet can realize single assembly, and building site tower crane busy is not easy the work holdup.
(3) at low cost: scissors support structure makes climbing frame with good stability, and upright bar, brace, cross bar, mesh sheet can be with
Design comparison is light and handy, reduces processing cost, while nonstandard few, facilitates secondary use, economical and practical.
(4) safety: compared with external hanging type frame mesh sheet, all steel climbing frame of our company's design is to climb when installing mesh sheet
Installation, suitable office operation are very safe inside frame.
Detailed description of the invention
Fig. 1 is general structure schematic diagram of the present invention；
Fig. 2 is side structure schematic diagram of the invention；
Fig. 3 is the schematic diagram of scissors support structure；
Fig. 4 is the schematic diagram that four scissors support structures are combined into meter font；
Fig. 5 is the side sectional view of scissors support structure；
Mark meaning is as follows in Fig. 1-5: 1- upright bar, 2- cross bar, 3- brace, 4- node connecting plate, and watt mesh sheet is pressed in 5- punching,
6- walkway board, 7- guide rail, 8- tripod, 9- hole location.
Specific embodiment
In the description of the present invention, it is necessary to understanding, the instructions such as "upper", "lower", "top", "bottom", "inner", "outside"
Orientation or positional relationship is to be based on the orientation or positional relationship shown in the drawings, and target only retouch for ease of description by the present invention and simplification
It states, is not that indication or suggestion institute finger must have a particular orientation, be constructed and operated in a specific orientation, therefore cannot
It is interpreted as limitation of the present invention.
Specific embodiments of the present invention will now be described in detail with reference to the accompanying drawings.
A kind of all steel climbing frame equipped with bridging is made up of several bridging structures to form as shown in Figs. 1-5, described
Scissors support structure includes upright bar 1, cross bar 2, brace 3 and node connecting plate 4, and the node connecting plate 4 is fixed by two screws
In in the upright bar 1, laterally cross bar is fixedly mounted in screw between two node connecting plates 4, and oblique two nodes connect
Brace 3 is fixedly mounted in screw between fishplate bar 4, and the upright bar 1, cross bar 2, brace 3 are intersected in a bit with the node connecting plate 4
And it is reliably connected, the upright bar 1, cross bar 2 and brace 3 form the immutable geometric system of triangle, wherein described in every four
Scissors support structure is first combined into a meter font structure, and then whole splicing again, makes the entire outer surface of climbing frame have scissors support structure, and
And the scissors support structure really plays the role of bridging, enhances the rigidity and stability of frame body, is unlikely to deform, meets rule
Model requirement, has enough rigidity, has good stability, while at low cost, saving of labor, facilitating management.
In the frame that the connection of the upright bar 1, cross bar 2 and brace 3 is formed, fixed punch pore pressure watt mesh sheet 5 is distinguished with self threading pin,
Worker operation is safe and reliable.The punching pressure watt mesh sheet 5 only plays enclosing, is not involved in structure stress, real stress is to cut
Knife-edge truss structure, the punching pressure installation of watt mesh sheet 5 are set as station and install on the inside of climbing frame, guarantee construction safety；The climbing frame
The specification of the punching pressure watt mesh sheet 5 of use is all the same, and can be overlapped, corner bendable, there is no nonstandard, is conducive to secondary
It utilizes, reduces cost；Punching presses 5 area of watt mesh sheet small, light-weight, can be single assembled, and occupancy stacking place is small, saves transport
Cost, saving of labor save money, facilitate management.
The upright bar 1 connect the frame body frame to form the climbing frame with walkway board 6, between the frame body frame and building
Tripod 8 is cooperated to connect by the guide rail 7 being fixed on building, the tripod 8, which is located at immediately below the walkway board 6, to be supported
The tripod 8, the guide rail 7 are channel steel structure or circular tube structure.
4 every two meters of the node connecting plate is set as a row, and the spacing between the two neighboring upright bar 1 is with two meters for standard
Spacing.
The node connecting plate 4 is equipped with several hole locations 9, and the hole location 9 cooperates with M16 screw assembly.
The upright bar 1 is 50X50 square tube, and the brace 3 is 50X50 angle steel or 40X40 square tube.
The lateral section of the cross bar 2 is set as T-type.
The entire appearance of the present invention is in scissors support structure, and rigidity is enough, and stability is good, light-weight, at low cost, single can be spelled
Dress, saving of labor.
Above-described embodiment is only more excellent embodiment of the invention, is implemented according to the technical essence of the invention to above
Any simple modification, modification and the alternate variation that example is made, belong in the range of technical solution of the present invention.
Claims (7)
1. a kind of all steel climbing frame equipped with bridging, it is characterised in that: be made up of several bridging structures to form, the scissors
Support structure includes upright bar, cross bar, brace and node connecting plate, and the node connecting plate is set to the upright bar or more, laterally
Two node connecting plates between be fixedly mounted cross bar, be fixedly mounted between slanting two node connecting plates oblique
Bar, the upright bar, cross bar, brace be intersected in the node connecting plate a little and be reliably connected, the upright bar, cross bar and tiltedly
The immutable geometric system of bar formation triangle, wherein every four scissors support structures are first combined into a meter font structure, so
Whole splicing again afterwards.
2. a kind of all steel climbing frame equipped with bridging according to claim 1, it is characterised in that: in the upright bar, cross bar
It is connected with brace in the frame to be formed, nails on punching pressure watt mesh sheet；The specification for the punching pressure watt mesh sheet that the climbing frame uses is all the same,
And it can be overlapped, corner bendable.
3. a kind of all steel climbing frame equipped with bridging according to claim 1, it is characterised in that: the upright bar and walkway board
Connection forms the frame body frame of the climbing frame, is matched between the frame body frame and building by the guide rail being fixed on building
Tripod connection is closed, the tripod position supports the tripod immediately below the walkway board, and the guide rail is channel steel structure
Or circular tube structure.
4. a kind of all steel climbing frame equipped with bridging according to claim 1, it is characterised in that: the node connecting plate is every
Two meters are set as a row, and the spacing between the two neighboring upright bar is with two meters for normal pitch.
5. a kind of all steel climbing frame equipped with bridging according to claim 1, it is characterised in that: on the node connecting plate
Equipped with several hole locations, the hole location and M16 screw assembly cooperate.
6. a kind of all steel climbing frame equipped with bridging according to claim 1, it is characterised in that: the upright bar is 50X50
Square tube, the brace are 50X50 angle steel or 40X40 square tube.
7. a kind of all steel climbing frame equipped with bridging according to claim 1, it is characterised in that: the lateral section of the cross bar
It is set as T-type.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811467186.6A CN109457936A (en) | 2018-12-03 | 2018-12-03 | A kind of all steel climbing frame equipped with bridging |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811467186.6A CN109457936A (en) | 2018-12-03 | 2018-12-03 | A kind of all steel climbing frame equipped with bridging |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109457936A true CN109457936A (en) | 2019-03-12 |
Family
ID=65612289
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811467186.6A Pending CN109457936A (en) | 2018-12-03 | 2018-12-03 | A kind of all steel climbing frame equipped with bridging |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109457936A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111424951A (en) * | 2020-04-16 | 2020-07-17 | 中国建筑第四工程局有限公司 | Steel structure high-altitude welding enclosure cage type closed environment operation platform and use method thereof |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101210455A (en) * | 2006-12-29 | 2008-07-02 | 上海宝冶建设有限公司 | Assembly jig for detachable steel structure construction |
| CN102003066A (en) * | 2010-10-29 | 2011-04-06 | 北京韬盛科技发展有限公司 | Steering folded scaffold unit |
| CN102322136A (en) * | 2011-07-26 | 2012-01-18 | 贺昌义 | Full-module-assembly adhesion type lifting scaffold |
| CN107419894A (en) * | 2017-06-21 | 2017-12-01 | 河北盛卓建筑设备制造有限公司 | Adhesion type lifting type aluminium alloy scaffold |
| CN108612300A (en) * | 2018-06-01 | 2018-10-02 | 广东奇正科技有限公司 | A kind of connection structure of the protection network of climbing frame |
| CN209413270U (en) * | 2018-12-03 | 2019-09-20 | 广西巨邦科技有限公司 | A kind of all steel climbing frame equipped with bridging |
-
2018
- 2018-12-03 CN CN201811467186.6A patent/CN109457936A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101210455A (en) * | 2006-12-29 | 2008-07-02 | 上海宝冶建设有限公司 | Assembly jig for detachable steel structure construction |
| CN102003066A (en) * | 2010-10-29 | 2011-04-06 | 北京韬盛科技发展有限公司 | Steering folded scaffold unit |
| CN102322136A (en) * | 2011-07-26 | 2012-01-18 | 贺昌义 | Full-module-assembly adhesion type lifting scaffold |
| CN107419894A (en) * | 2017-06-21 | 2017-12-01 | 河北盛卓建筑设备制造有限公司 | Adhesion type lifting type aluminium alloy scaffold |
| CN108612300A (en) * | 2018-06-01 | 2018-10-02 | 广东奇正科技有限公司 | A kind of connection structure of the protection network of climbing frame |
| CN209413270U (en) * | 2018-12-03 | 2019-09-20 | 广西巨邦科技有限公司 | A kind of all steel climbing frame equipped with bridging |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111424951A (en) * | 2020-04-16 | 2020-07-17 | 中国建筑第四工程局有限公司 | Steel structure high-altitude welding enclosure cage type closed environment operation platform and use method thereof |
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