CN208502206U - Assembling the shaped steel suspension scaffolding - Google Patents
Assembling the shaped steel suspension scaffolding Download PDFInfo
- Publication number
- CN208502206U CN208502206U CN201820891768.6U CN201820891768U CN208502206U CN 208502206 U CN208502206 U CN 208502206U CN 201820891768 U CN201820891768 U CN 201820891768U CN 208502206 U CN208502206 U CN 208502206U
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- CN
- China
- Prior art keywords
- steel
- bolt
- channel
- plate
- top flange
- 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.)
- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 120
- 239000010959 steel Substances 0.000 title claims abstract description 120
- 239000000725 suspension Substances 0.000 title claims abstract description 14
- 125000006850 spacer group Chemical group 0.000 claims description 7
- 230000006378 damage Effects 0.000 abstract description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 16
- 229910052742 iron Inorganic materials 0.000 description 8
- 238000010276 construction Methods 0.000 description 6
- 230000007547 defect Effects 0.000 description 2
- 238000009408 flooring Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 230000011218 segmentation Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 210000001364 upper extremity Anatomy 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Movable Scaffolding (AREA)
Abstract
The utility model relates to a kind of assembling the shaped steel suspension scaffoldings, the builder's jack includes overhanging type steel part and rod assembly, overhanging type steel part includes I-steel, end plate, channel steel adjusts beam, channel steel adjusts beam and is made of two parallel channel steels, and two channel steels are in respectively to be slidably matched with the I-shaped two sides recess of I-steel, two each one end of channel steel are fixedly welded on end plate, pass through split bolt between end plate and building structure, nut is fixed, the top flange plate of I-steel, bottom wing listrium, web and channel steel adjust the top flange plate of beam, bottom wing listrium, the bolt fixing hole and bolt hole of contraposition are respectively equipped between web, and pass through bolt, nut check is fixed.Above structure is connect by split bolt with building structure, smaller to building structure destruction, is easy repairing, the leakage resistance of external wall is effectively ensured.I-steel adjusts beam with channel steel and is designed as sliding relatively, so that the cantilever span needed for facilitating builder's jack to adjust, the scope of application are wider.
Description
Technical field
The utility model relates to the scaffolds of building field, are a kind of assembling the shaped steel suspension scaffoldings.
Background technique
In multilayer and high building project, builder's jack is an essential safety prevention measure and operation
Platform directly affects personal safety and the engineering construction quality, efficiency of worker.Traditional the shaped steel suspension scaffolding is all to pass through U
Fashioned iron is anchored on floor by shape pull ring or anchor bolt, and long according to the overhanging that specification anchorage length cannot be less than 1.25 times
Degree, fashioned iron are big using total amount.It is laid with layer in overhanging type steel, the demand due to overhanging type steel to use space is larger, in building
Portion space possibly can not directly meet laying and require, and need additional reserving hole or other is taken to reinforce anchor measure to guarantee anchoring
Safety, so as to cause being laid with, layer construction is complicated, and there are i shaped steels will affect applying for subsequent interior wall and flooring for flooring
Work.Overhanging type steel due to being the overhanging that extends outwardly from building interior leads to that reserving hole, construction rear overhang must be finished on wall
All it is that fashioned iron ecto-entad is extracted into interior of building when choosing fashioned iron disassembly, then unifies lifting disassembly.If interior of building
Insufficient space then needs to cut off fashioned iron, and not only segmentation tears fortune open and causes largely to be lost, and causes fashioned iron reuse rate low.It is outstanding
After choosing fashioned iron disassembly, larger hole can be left on building external walls, even if making hole disappear by filling up, but due to filling out
Time and the nature difference of material and hole week material are mended, biggish hidden leakage defect can be had by filling up at hole.In addition to this, existing outstanding
The more difficult adjusting of outrigger scaffold cantilever span.For this purpose, needing to improve existing builder's jack constructing structure.
Summary of the invention
To overcome above-mentioned deficiency, the purpose of this utility model is that a kind of assembling fashioned iron overhanging foot hand is provided to this field
Frame keeps the existing builder's jack dismounting construction of its solution relatively complicated, inconvenient, is easy to cause construction wall or beam larger broken
Damage, there are larger hidden leakage defects after repairing, and builder's jack cantilever span is non-adjustable, the not high technology of profile recycling rate of waterused
Problem.The purpose is to what is be achieved through the following technical solutions.
A kind of assembling the shaped steel suspension scaffolding, the builder's jack include the overhanging type steel part fixed with building structure
And rod assembly, overhanging type steel part include the I-steel for being used to support connection scaffold upright rod, I-steel top flange plate is equipped with
The shackle plate connecting with rod assembly one end, the rod assembly other end are fixedly connected with building structure.Its structural feature is institute
Stating overhanging type steel part further includes end plate, channel steel adjusting beam, and channel steel adjusts beam and is made of two parallel channel steels, and two channel steels
Respectively with the I-shaped two sides recess of the I-steel in being slidably matched, two each one end of channel steel that channel steel adjusts beam are welded solid
Due to being fixed between the end plate, end plate and the building structure by split bolt, nut, channel steel adjusts two channel steels of beam
Top flange plate, bottom wing listrium and web be equipped with and adjust the bolt fixing hole that is evenly spaced on of beam length direction along channel steel,
Top flange plate, bottom wing listrium, the web of the I-steel are equipped with when opposite channel steel adjusting beam slides and above-mentioned bolt fixing hole pair
The bolt hole of position, top flange plate, bottom wing listrium, web and the channel steel of I-steel adjust top flange plate, the bottom wing listrium, web of beam
Between fixed by bolt, nut.
In above-mentioned assembling the shaped steel suspension scaffolding, the top flange plate of the I-steel is set along its length there are two lifting lug
Plate, two shackle plates pass through rod assembly and connect with building structure, and the anchor point that each rod assembly is connect with building structure
The anchor point being connect with building structure relative to the I-steel end plate is not in same vertical plane.With this configuration, make work
When word bracing members connect scaffold, rod assembly will not generate interference.
In above-mentioned assembling the shaped steel suspension scaffolding, the rod assembly includes attached wall angle adjusting piece, upper connecting rod, the gaily decorated basket
Bolt and lower pull rod, are fixedly connected between attached wall angle adjusting piece and building structure by split bolt, nut, attached wall angle tune
It saving and is connected between part and upper connecting rod one end by bolt, nut check, the upper connecting rod other end is connect with flower basket bolt threaded one end,
The flower basket bolt other end is connect with lower pull rod threaded one end, passes through bolt, nut between the lower pull rod other end and the shackle plate
Locking connection.
In above-mentioned assembling the shaped steel suspension scaffolding, the top flange plate of the I-steel is equipped with along its length for positioning
The spacer bar of support connection scaffold upright rod, and when the rod assembly connection shackle plate, rod assembly and positioning steel
It is shifted to install between muscle.
The utility model is connect by split bolt with building structure, smaller, easy repairing is destroyed to building structure, effectively
Guarantee the leakage resistance of external wall.Meanwhile I-steel adjusts beam with channel steel and is designed as sliding relatively, to facilitate overhanging foot hand
Frame adjusts required cantilever span, and the scope of application is wider, and can reuse, and reduces profile waste.It is suitable as all kinds of
The builder's jack of building uses or the improvement of similar construction method.
Detailed description of the invention
Fig. 1 is the schematic perspective view of the utility model.
Fig. 2 is the I-steel of the utility model and channel steel adjusts the schematic cross-sectional view that beam cooperates.
Serial number and title in figure are as follows: 1, building structure, 2, end plate, 3, channel steel adjusting beam, 301, bolt fixing hole, 4, I-shaped
Steel, 401, shackle plate, 402, bolt hole, 403, spacer bar, 5, attached wall angle adjusting piece, 6, upper connecting rod, 7, flower basket bolt, 8,
Lower pull rod.
Specific embodiment
Now in conjunction with attached drawing, the utility model is further described.
As shown in Figure 1 and Figure 2, which includes overhanging type steel part and rod assembly, overhanging type
Steel part is equipped at least two groups, and each group overhanging type steel part includes end plate 2, channel steel adjusting beam 3 and I-steel 4, I-steel upper limb
Listrium welding is equipped with the shackle plate 401 connecting with rod assembly and is used to support the spacer bar 403 of connection scaffold, each I-shaped
Steel top flange plate is equipped with a pair of shackle plate being spaced apart and a pair of spacer bar being spaced apart.Channel steel adjusts beam by two
Parallel channel steel is constituted, and the notch of two channel steels is outside, and above-mentioned I-steel, i.e. two channel steels are arranged in sliding between two channel steels
Respectively with the I-shaped two sides recess of I-steel in being slidably matched, two each one end of channel steel that channel steel adjusts beam are fixedly welded on
End plate, end plate are equipped with the keyhole connecting with building structure 1.Channel steel adjust the top flange plate of two channel steels of beam, bottom wing listrium and
Web, which is equipped with, adjusts the bolt fixing hole 301 that is evenly spaced on of beam length direction along channel steel, the top flange plate of I-steel, under
Flange plate, web are equipped with the bolt hole 402 when opposite channel steel adjusts beam sliding with the contraposition of above-mentioned bolt fixing hole, I-steel it is upper
Flange plate, bottom wing listrium, web and channel steel, which are adjusted, passes through bolt, nut, pad between the top flange plate, bottom wing listrium, web of beam
Piece is locked.
Above-mentioned rod assembly includes attached wall angle adjusting piece 5, upper connecting rod 6, flower basket bolt 7 and lower pull rod 8, each I-steel 4
Corresponding two groups of rod assemblies, upper connecting rod one end and lower pull rod one end are integrated to be equipped with connecting plate, the attached wall angle in each rod assembly
It is fixed between degree regulating part and the connecting plate of upper connecting rod one end by bolt, nut check, the upper connecting rod other end and flower basket bolt
Threaded one end connection, the flower basket bolt other end are connect with lower pull rod threaded one end, the connecting plate and I-steel of the lower pull rod other end
On shackle plate 401 fixed by bolt, nut check.
When the assembling the shaped steel suspension scaffolding is connect with building structure 1, channel steel is adjusted to the end plate 2 of 3 end of beam first
It is locked between building structure 1 by split bolt, nut, gasket, it is ensured that each channel steel adjusts beam and is in same level
It is interior, I-steel 4 is then slid into channel steel and is adjusted in beam, and adjusts the position that I-steel adjusts beam relative to channel steel, makes I-steel
Reach required cantilever span；After the completion of adjusting, the top flange plate of I-steel, bottom wing listrium, web and channel steel are adjusted into beam
Top flange plate, bottom wing listrium are locked between web by bolt, nut, gasket, i.e. completion I-steel and channel steel adjusts beam
Between fixation.Next, steady brace component, passes through spiral shell for the shackle plate 401 on the lower pull rod 8 of rod assembly and I-steel
Bolt, nut, gasket locking connection, will pass through split bolt, spiral shell between the attached wall angle connector 5 of rod assembly and building structure
Female, gasket is locked, and adjusts flower basket bolt, so that upper connecting rod, lower pull rod is kept tension, that is, completes the overhanging type steel part
Connection between building structure；Scaffold upright rod is finally connect positioning with the spacer bar 403 on I-steel, that is, completing should
The installation of builder's jack.
The above content is intended to illustrate the technological means of utility model, not limits the technical scope of the utility model.This
Field technical staff combines existing common knowledge to do conspicuous improvement to the utility model, also falls into the utility model right
It is required that protection scope within.
Claims (4)
1. a kind of assembling the shaped steel suspension scaffolding, which includes the overhanging type steel portion fixed with building structure (1)
Divide and rod assembly, overhanging type steel part include the I-steel (4) for being used to support connection scaffold upright rod, I-steel top flange plate
Equipped with the shackle plate (401) connecting with rod assembly one end, the rod assembly other end is fixedly connected with building structure；Its feature exists
It further include end plate (2), channel steel adjusting beam (3) in the overhanging type steel part, channel steel adjusts beam and is made of two parallel channel steels,
And two channel steels, respectively with the I-shaped two sides recess of the I-steel in being slidably matched, channel steel adjusts two channel steels each one of beam
End is fixedly welded on the end plate, is fixed between end plate and the building structure (1) by split bolt, nut, channel steel tune
Top flange plate, bottom wing listrium and the web for saving two channel steels of beam are equipped with to be evenly spaced on along channel steel adjusting beam length direction
Bolt fixing hole (301), when the top flange plate of the I-steel, bottom wing listrium, web are equipped with opposite channel steel and adjust beam sliding
With the bolt hole (402) of above-mentioned bolt fixing hole contraposition, top flange plate, bottom wing listrium, web and the channel steel of I-steel adjust beam
Top flange plate, bottom wing listrium, fixed by bolt, nut between web.
2. assembling the shaped steel suspension scaffolding according to claim 1, it is characterised in that the top flange of the I-steel (4)
Plate is set along its length there are two shackle plate (401), and two shackle plates pass through rod assembly and connect with building structure (1).
3. assembling the shaped steel suspension scaffolding according to claim 1 or 2, it is characterised in that the rod assembly includes attached
Wall angle adjusting piece (5), upper connecting rod (6), flower basket bolt (7) and lower pull rod (8), attached wall angle adjusting piece and building structure (1)
Between be fixedly connected by split bolt, nut, between attached wall angle adjusting piece and upper connecting rod one end pass through bolt, nut check
Connection, the upper connecting rod other end are connect with flower basket bolt threaded one end, and the flower basket bolt other end is connect with lower pull rod threaded one end, under
It is connect between the pull rod other end and the shackle plate (401) by bolt, nut check.
4. assembling the shaped steel suspension scaffolding according to claim 1, top flange plate of the feature in the I-steel (4)
It is equipped with the spacer bar (403) for positioning support connection scaffold upright rod along its length, and the rod assembly connects institute
When stating shackle plate, shifted to install between rod assembly and spacer bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820891768.6U CN208502206U (en) | 2018-06-08 | 2018-06-08 | Assembling the shaped steel suspension scaffolding |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820891768.6U CN208502206U (en) | 2018-06-08 | 2018-06-08 | Assembling the shaped steel suspension scaffolding |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208502206U true CN208502206U (en) | 2019-02-15 |
Family
ID=65288956
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820891768.6U Expired - Fee Related CN208502206U (en) | 2018-06-08 | 2018-06-08 | Assembling the shaped steel suspension scaffolding |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208502206U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108590147A (en) * | 2018-06-08 | 2018-09-28 | 宁波建工工程集团有限公司 | Assembling the shaped steel suspension scaffolding and its construction method |
| CN109914600A (en) * | 2019-04-28 | 2019-06-21 | 柏林 | Fixing piece in H profile steel building |
| CN111335618A (en) * | 2020-04-21 | 2020-06-26 | 中国核工业中原建设有限公司 | Drawknot system of assembled suspension scaffold |
| CN112663926A (en) * | 2020-12-22 | 2021-04-16 | 成都华阳建筑股份有限公司 | Adjustable pull rod cantilever frame |
-
2018
- 2018-06-08 CN CN201820891768.6U patent/CN208502206U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108590147A (en) * | 2018-06-08 | 2018-09-28 | 宁波建工工程集团有限公司 | Assembling the shaped steel suspension scaffolding and its construction method |
| CN109914600A (en) * | 2019-04-28 | 2019-06-21 | 柏林 | Fixing piece in H profile steel building |
| CN111335618A (en) * | 2020-04-21 | 2020-06-26 | 中国核工业中原建设有限公司 | Drawknot system of assembled suspension scaffold |
| CN111335618B (en) * | 2020-04-21 | 2021-12-03 | 淮安市博彦土木工程科学研究院有限公司 | Drawknot system of assembled suspension scaffold |
| CN112663926A (en) * | 2020-12-22 | 2021-04-16 | 成都华阳建筑股份有限公司 | Adjustable pull rod cantilever frame |
| CN112663926B (en) * | 2020-12-22 | 2022-06-21 | 成都华阳建筑股份有限公司 | Adjustable pull rod cantilever frame |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190215 |