CN110344574A - A kind of assembling the shaped steel suspension scaffolding - Google Patents
A kind of assembling the shaped steel suspension scaffolding Download PDFInfo
- Publication number
- CN110344574A CN110344574A CN201910631400.5A CN201910631400A CN110344574A CN 110344574 A CN110344574 A CN 110344574A CN 201910631400 A CN201910631400 A CN 201910631400A CN 110344574 A CN110344574 A CN 110344574A
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- CN
- China
- Prior art keywords
- fixed
- fashioned iron
- spliced eye
- fixedly connected
- plate
- 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
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 81
- 239000010959 steel Substances 0.000 title claims abstract description 81
- 239000000725 suspension Substances 0.000 title claims abstract description 16
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 213
- 229910052742 iron Inorganic materials 0.000 claims abstract description 103
- 239000000758 substrate Substances 0.000 claims abstract description 42
- 230000003014 reinforcing effect Effects 0.000 claims description 12
- 230000013011 mating Effects 0.000 claims description 7
- 230000000694 effects Effects 0.000 claims description 4
- 239000007787 solid Substances 0.000 claims description 3
- 230000007547 defect Effects 0.000 abstract description 2
- 238000009434 installation Methods 0.000 description 7
- 238000010276 construction Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 238000004880 explosion Methods 0.000 description 2
- 238000009408 flooring Methods 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 230000011218 segmentation 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
- 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
- E04G5/04—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)
- Joining Of Building Structures In Genera (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The present invention relates to a kind of assembling the shaped steel suspension scaffoldings, it includes connecting substrate, it is arranged and the fixation fashioned iron of connecting substrate edge, the fixed fashioned iron extends to the outside of connecting substrate, fixed device is provided in the connecting substrate, the fixed device plays the role of fixed limit to fixed fashioned iron.The present invention is when installing scaffold, first fixed device can be connect with connecting substrate, fixed fashioned iron is placed in fixed device again, make fixed device that limit be fixed to fixed fashioned iron, make that fixed fashioned iron is relatively stable is mutually fixedly connected with connecting substrate, when fixed, fixed fashioned iron does not need to fix using concrete and connecting substrate, therefore when scaffold is installed will not on wall reserving hole, and cutting fashioned iron is not needed yet, the reuse of fashioned iron is not will lead to, and after fixed fashioned iron disassembly, larger hole will not be left on building external walls, it will not cause hidden leakage defect.
Description
Technical field
The present invention relates to the technical field of scaffold construction, in particular to a kind of assembling the shaped steel suspension scaffolding.
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, and building interior space may
Laying can not directly be met to require, need additional reserving hole or other is taken to reinforce the safety that anchor measure guarantees anchoring,
So as to cause being laid with, layer construction is complicated, and there are the constructions that i shaped steel will affect subsequent interior wall and flooring for flooring.
Overhanging type steel due to being the overhanging that extends outwardly from building interior, cause must on wall reserving hole, constructed
All it is that fashioned iron ecto-entad is extracted into interior of building after finishing when overhanging type steel disassembly, then unifies lifting disassembly.If building
Object inner space is insufficient, then needs to cut off fashioned iron, and not only segmentation tears fortune open and causes largely to be lost, and leads to fashioned iron reuse rate
It is low.
For this purpose, needing to improve existing builder's jack constructing structure.
Summary of the invention
The present invention is to provide a kind of assembling the shaped steel suspension scaffolding, have be easy for installation and removal fashioned iron and sufficiently
The advantages of recycling fashioned iron, improves the reuse rate of fashioned iron.
Above-mentioned technical purpose of the invention has the technical scheme that
A kind of assembling the shaped steel suspension scaffolding, including connecting substrate, the fixation fashioned iron of setting and connecting substrate edge are described
Fixed fashioned iron extends to the outside of connecting substrate, and fixed device is provided in the connecting substrate, and the fixed device includes pre-
Two pre-embedded steel slabs being embedded in connecting substrate, are connected to consolidating between two pieces of support columns at the support column connecting with pre-embedded steel slab
The oil cylinder determining steel plate, being fixedly connected with fixation steel plate, the fixed fashioned iron activity are plugged between two support columns, and are limited
Between fixation steel plate and connecting substrate, the piston rod of the oil cylinder is fixedly connected with the first shank, opens on the fixed fashioned iron
Equipped with inserting groove, first shank and inserting groove are mating, and the fixed device is at least provided with two groups.
By using above-mentioned technical proposal, when installing scaffold, first pre-embedded steel slab is fixedly connected with connecting substrate,
It fixes support column mutually with pre-embedded steel slab, then fixed fashioned iron is placed between two support columns, start oil cylinder, make oil cylinder linkage
Piston rod makes piston rod drive the first shank, and the inserting groove on the first shank and fixed fashioned iron is made to plug cooperation, thus
Dynamic fixed fashioned iron can be supported, make it is fixed fashioned iron is relatively stable is mutually fixedly connected with connecting substrate, when fixed, fixed
Steel does not need to fix using concrete and connecting substrate, thus when scaffold is installed will not on wall reserving hole,
And cutting fashioned iron is not needed, not will lead to the reuse of fashioned iron yet.And it, will not be outside building after fixed fashioned iron disassembly
Larger hole is left on portion's wall, will not cause hidden leakage defect.
The present invention is further arranged to: screw thread is plugged with standing screw on the pre-embedded steel slab, consolidates on the standing screw
Surely it is connected with contact piece, the contact piece is abutted against with pre-embedded steel slab, and the support column screw thread is socketed on standing screw, described
The lower end of support column is provided with flange, is provided with fixing bolt between the flange and pre-embedded steel slab.
By using above-mentioned technical proposal, after installation fixes pre-embedded steel slab, fixing bolt screw thread is plugged on pre-
It buries on steel plate, abuts against contact piece with pre-embedded steel slab, then support column is connect with screw flight, and will by fixing bolt
Support column is connected with pre-embedded steel slab, and support column is made to connect with pre-embedded steel slab more stable, when fashioned iron is fixed in disassembly
It waits, easily easily can mutually separate support column and screw rod with pre-embedded steel slab, while is also more convenient when installation, make
Fixed fashioned iron can be dismantled completely, guarantee the utilization rate of fixed fashioned iron.
The present invention is further arranged to: the side wall of the support column offers limit sliding chutes, the upper end of the fixed fashioned iron
It slides and is engaged by clamping with limit sliding chutes.
It will can directly be fixed when fixed fashioned iron and support column installation cooperate by using above-mentioned technical proposal
Fashioned iron and support column sliding are clamped, and so as to play the role of preferably fixed limit to fixed fashioned iron, guarantee fixed fashioned iron
The stability of connection.
The present invention is further arranged to: the pre-embedded steel slab lower end is fixedly connected with reinforcing bar.
By using above-mentioned technical proposal, the reinforcing bar of pre-embedded steel slab lower end can connect more steady with connecting substrate
Gu pre-embedded steel slab can be more stable when pre-embedded steel slab is connect with connecting substrate, guarantee that fixed fashioned iron is playing branch
It is more firm when support acts on.
The present invention is further arranged to: one end that the fixed fashioned iron is located on the outside of connecting substrate is fixedly connected with upright bar,
It is provided with connection component between the upright bar and fixed fashioned iron, the connection component includes the fixation being fixedly connected with upright bar lower end
Plate, the first spliced eye being provided on grafting limit plate, is provided with fixed fashioned iron at the grafting limit plate being fixedly connected with fixed plate
On the second spliced eye and third spliced eye, with the first spliced eye and the mating fixation inserted link of third spliced eye, it is described to insert
It connects limit plate and the second spliced eye is mating.
By using above-mentioned technical proposal, when fixed upright bar, by the fixed plate of upright bar lower end and fashioned iron is fixed
End is connected, and so that the grafting limit plate of fixed plate lower end and the second spliced eye is plugged cooperation, then fixed inserted link is plugged on
In first spliced eye and third spliced eye, guarantee that the connection of fixed fashioned iron and upright bar is more stable, to guarantee scaffold
Support strength, while being plugged and fixed by fixed inserted link can make the process of installing and dismounting more convenient.
The present invention is further arranged to: the first securing plate, first securing plate are fixedly connected on the fixed fashioned iron
On offer the 4th spliced eye corresponding with third spliced eye, successively grafting passes through the 4th spliced eye and the to the fixed inserted link
It one spliced eye and extends in third spliced eye, two fixed inserted links are relatively set into one group, the upright bar and fixation
Two groups of fixed inserted links are provided between fashioned iron.
By using above-mentioned technical proposal, when being fixed to grafting limit plate, two groups of fixed inserted link energy
Enough realize does not limit grafting to the first securing plate, fixed fashioned iron and listening for grafting limit plate, and grafting limit plate is consolidated in guarantee
Fixing limit, so as to guarantee the stability connected between upright bar and fixed fashioned iron.
The present invention is further arranged to: the second securing plate, second securing plate are fixedly connected on the fixed inserted link
It is fixedly connected between the first securing plate by reinforcing screw.
By using above-mentioned technical proposal, when fixed inserted link and the 4th spliced eye plug cooperation, second is reinforced
Plate is connected by reinforcing screw with the first securing plate, so as to guarantee that the connection between fixed inserted link and fixed fashioned iron is strong
Degree, to guarantee the bonding strength between upright bar and fixed fashioned iron.
The present invention is further arranged to: the fixed inserted link is fixedly connected with second far from one end end of the second fixed plate
Shank, the end of the fixed inserted link offer the 5th spliced eye, and second shank is corresponding with the 5th spliced eye to be set
It sets.
By using above-mentioned technical proposal, when two fixed inserted links cooperate corresponding, the second shank can
Cooperation is plugged with the 5th spliced eye on adjacent fixed inserted link, so as to guarantee that the connection between adjacent fixed inserted link is strong
Degree guarantees the bonding strength between upright bar and fixed fashioned iron.
In conclusion advantageous effects of the invention are as follows:
1, when installing scaffold, first pre-embedded steel slab is fixedly connected with connecting substrate, keeps support column mutually solid with pre-embedded steel slab
It is fixed, then fixed fashioned iron is placed between two support columns, start oil cylinder, make oil cylinder linkage piston rod, piston rod is made to drive the
One shank makes the spliced eye on the first shank and fixed fashioned iron plug cooperation, so as to support dynamic fixed fashioned iron, makes solid
Steel is relatively stable is mutually fixedly connected with connecting substrate for sizing, when fixed, fixed fashioned iron do not need using concrete with
Connecting substrate is fixed, thus when scaffold is installed will not on wall reserving hole, and also do not need cutting fashioned iron,
The reuse of fashioned iron is not will lead to；
2, after installation fixes pre-embedded steel slab, fixing bolt screw thread is plugged on pre-embedded steel slab, make contact piece with it is pre-buried
Steel plate abuts against, then support column is connect with screw flight, and support column is connected with pre-embedded steel slab by fixing bolt,
So that support column is connect with pre-embedded steel slab more stable, when dismantling fixed fashioned iron, easily will can easily support
Column and screw rod are mutually separated with pre-embedded steel slab, while also more convenient when installation, so that fixed fashioned iron is dismantled completely, are protected
Demonstrate,prove the utilization rate of fixed fashioned iron；
3, the reinforcing bar of pre-embedded steel slab lower end can connect more firm with connecting substrate, in pre-embedded steel slab and connecting substrate
When connection, pre-embedded steel slab can be more stable, guarantees that fixed fashioned iron is more firm when playing a supporting role；
4, when fixed upright bar, the fixed plate of upright bar lower end is connected with the end of fixed fashioned iron, makes fixed plate lower end
Grafting limit plate and the second spliced eye plug cooperation, then fixed inserted link is plugged on the first spliced eye and third spliced eye
In, guarantee that the connection of fixed fashioned iron and upright bar is more stable, to guarantee the support strength of scaffold, while being inserted by fixed
Bar, which is plugged and fixed, can make the process of installing and dismounting more convenient.
Detailed description of the invention
Fig. 1 is the overall structure diagram for embodying builder's jack；
Fig. 2 is the specific structure perspective view of the explosion for embodying fixed device；
Fig. 3 is the specific structure perspective view of the explosion connecting for embodying upright bar with fixed fashioned iron.
In figure, 1, connecting substrate；2, fixed fashioned iron；3, fixed device；31, pre-embedded steel slab；32, support column；33, fixed steel
Plate；34, oil cylinder；4, the first shank；5, inserting groove；6, standing screw；7, contact piece；8, flange；9, fixing bolt；10, it limits
Position sliding slot；11, reinforcing bar；12, upright bar；13, connection component；131, fixed plate；132, grafting limit plate；133, the first grafting
Hole；134, the second spliced eye；135, third spliced eye；136, fixed inserted link；14, the first securing plate；15, the 4th spliced eye；16,
Second securing plate；17, screw is reinforced；18, the second shank；19, the 5th spliced eye.
Specific embodiment
Below in conjunction with attached drawing, invention is further described in detail.
Embodiment: a kind of assembling the shaped steel suspension scaffolding, as shown in Figure 1, including connecting substrate 1, setting and linker
The fixation fashioned iron 2 of 1 edge of plate, fixed fashioned iron 2 extend to the outside of connecting substrate 1, are provided with multiple groups in connecting substrate 1 and fix
Device 3, fixed fashioned iron 2 plug cooperation with fixed device 3, and each fixed fashioned iron 2 is matched with two groups of fixed devices 3.It is fixed
The part that fashioned iron 2 extends to the outside of connecting substrate 1 is connected with upright bar 12, and multiple upright bars 12 connect into scaffold, and scaffold can be with
It is set as design of coupler scaffold etc..
As shown in Fig. 2, fixed device 3 includes two pre-embedded steel slabs 31 being embedded in connecting substrate 1 and pre-embedded steel slab 31
The support column 32 of connection, the fixation steel plate 33 being connected between two pieces of support columns 32, the oil cylinder being fixedly connected with fixation steel plate 33
34, the piston rod of oil cylinder 34 is fixedly connected with the first shank 4, offers inserting groove 5 on fixed fashioned iron 2, the first shank 4 with
Inserting groove 5 is mating, and 31 lower end of pre-embedded steel slab is fixedly connected with reinforcing bar 11.
As shown in Fig. 2, pre-embedded steel slab 31 and reinforcing bar 11 are buried by concrete when installing fixed fashioned iron 2
Be mounted in connecting substrate 1 in connecting substrate 1, then by support column 32, make fixed fashioned iron 2 be placed on two support columns 32 it
Between, restart oil cylinder 34, makes the first shank 4 of linkage of oil cylinder 34, the first shank 4 is made to plug cooperation with inserting groove 5, thus
It may be implemented to fix the limit of fixed fashioned iron 2.After construction is completed, fixed fashioned iron 2 can be advantageously dismantled, it will not
Cause fixed fashioned iron 2 to remain in wall, improves the utilization rate of resource.
As shown in Fig. 2, screw thread is plugged with standing screw 6 on pre-embedded steel slab 31, contact piece is fixedly connected on standing screw 6
7, contact piece 7 is abutted against with pre-embedded steel slab 31, and 32 screw thread of support column is plugged on standing screw 6, the lower end setting of support column 32
There is flange 8, fixing bolt 9 is provided between flange 8 and pre-embedded steel slab 31.
As shown in Fig. 2, first 6 screw thread of standing screw is plugged in pre-embedded steel slab 31, is made when installing support column 32
Contact piece 7 fits with pre-embedded steel slab 31, then 32 screw thread of support column is socketed in the outside of standing screw 6, and utilizes fixation
Support column 32 is fixedly connected by bolt 9 with pre-embedded steel slab 31, can make fixed fashioned iron 2 complete when removing fixed fashioned iron 2
It is quickly removed with 1 phase of connecting substrate, guarantees integrality of the fixed fashioned iron 2 after dismounting.
As shown in Fig. 2, the side wall of support column 32 offers limit sliding chutes 10, the upper end of fixed fashioned iron 2 and limit sliding chutes 10
Sliding is engaged by clamping, and fixed fashioned iron 2 can plug cooperation with limit sliding chutes 10, thus the support column in two groups of fixed devices 3
32 can play the effect of fixed limit to fixed fashioned iron 2, can guarantee the stability that fixed fashioned iron 2 connects.
As shown in figure 3, being fixedly connected with the first securing plate 14 on fixed fashioned iron 2, the 4th is offered in the first securing plate 14
Spliced eye 15.
As shown in figure 3, be provided with connection component 13 between upright bar 12 and fixed fashioned iron 2, connection component 13 includes and upright bar
Fixed plate 131 that 12 lower ends are fixedly connected, is provided with grafting limit plate at the grafting limit plate 132 being fixedly connected with fixed plate 131
The first spliced eye 133 on 132, the second spliced eye 134 being provided on fixed fashioned iron 2 and third spliced eye 135 are inserted with first
Connect hole 133 and the mating fixation inserted link 136 of third spliced eye 135,134 grafting of grafting limit plate 132 and the second spliced eye
Cooperation, third spliced eye 135 is oppositely arranged with the 4th spliced eye 15, and shape size is identical.
As shown in figure 3, successively grafting passes through the 4th spliced eye 15 and the first spliced eye 133 and extends fixed inserted link 136
Into third spliced eye 135, two fixed inserted links 136 are relatively set into one group, are provided with two between upright bar 12 and fixed fashioned iron 2
Upright bar 12 and fixed fashioned iron 2 can be fixed in the fixed inserted link 136 of group, fixed inserted link 136, guarantee upright bar 12 and fixed fashioned iron
Stable connection between 2.
As shown in figure 3, being fixedly connected with the second securing plate 16 on fixed inserted link 136, the second securing plate 16 and first is reinforced
It is fixedly connected between plate 14 by reinforcing screw 17, plugs cooperation in fixed inserted link 136 and upright bar 12 and fixed fashioned iron 2
When, the second securing plate 16 fits with the first securing plate 14, is reinforced using screw 17 is reinforced to the second securing plate 16 and first
Plate 14 is fixed, and can play further fixed function to fixed inserted link 136, make the connection of upright bar 12 and fixed fashioned iron 2
It is more firm.
As shown in figure 3, fixed inserted link 136 is fixedly connected with the second shank far from one end end of the second fixed plate 131
18, the end of fixed inserted link 136 offers the 5th spliced eye 19, the setting corresponding with the 5th spliced eye 19 of the second shank 18,
When two opposite grafting of fixed inserted link 136 are arranged, the second shank 18 can plug cooperation with the 5th spliced eye 19,
So as to guarantee the bonding strength fixed between inserted link 136 relatively.
Specific work process: when building scaffold, pre-embedded steel slab 31 and reinforcing bar 11 are buried by concrete
It is mounted in connecting substrate 1 in connecting substrate 1, then by support column 32,6 screw thread of standing screw is plugged on pre-embedded steel slab 31
In, so that contact piece 7 is fitted with pre-embedded steel slab 31, then 32 screw thread of support column is socketed in the outside of standing screw 6, and utilize
Support column 32 is fixedly connected by fixing bolt 9 with pre-embedded steel slab 31, is placed on fixed fashioned iron 2 between two support columns 32, then
Start oil cylinder 34, makes the first shank 4 of linkage of oil cylinder 34, the first shank 4 is made to plug cooperation with inserting groove 5, so as to
Realize that the limit to fixed fashioned iron 2 is fixed.
When upright bar 12 are installed, the grafting limit plate 132 of 12 lower end of upright bar is first plugged into the second spliced eye 134
In, the first spliced eye 133, third spliced eye 135 and the 4th spliced eye 15 are corresponding, and by fixed inserted link 136, successively grafting is worn
It crosses the 4th spliced eye 15 and the first spliced eye 133 and extends in third spliced eye 135, in fixed inserted link 136 and upright bar 12
And fixed fashioned iron 2, when plug cooperation, the second securing plate 16 fits with the first securing plate 14, utilizes reinforcing screw 17
Second securing plate 16 and the first securing plate 14 are fixed.Building for scaffold is realized in the installation for completing scaffold upper end again.
The embodiment of present embodiment is presently preferred embodiments of the present invention, not limits protection of the invention according to this
Range, therefore: the equivalence changes that all structures under this invention, shape, principle are done, should all be covered by protection scope of the present invention it
It is interior.
Claims (8)
1. a kind of assembling the shaped steel suspension scaffolding, including connecting substrate (1), the fixation of setting and connecting substrate (1) edge
Fashioned iron (2), the fixed fashioned iron (2) extend to the outside of connecting substrate (1), it is characterised in that: set on the connecting substrate (1)
Be equipped with fixed device (3), the fixed device (3) include two pre-embedded steel slabs (31) being embedded on connecting substrate (1), with it is pre-
The support column (32) for burying steel plate (31) connection, the fixation steel plate (33) and fixation steel plate being connected between two pieces of support columns (32)
(33) oil cylinder (34) being fixedly connected, fixed fashioned iron (2) activity are plugged between two support columns (32), and are limited solid
Determine between steel plate (33) and connecting substrate (1), the piston rod of the oil cylinder (34) is fixedly connected with the first shank (4), described
It is offered inserting groove (5) on fixed fashioned iron (2), first shank (4) and inserting groove (5) are mating, the fixed dress
(3) are set at least provided with two groups.
2. a kind of assembling the shaped steel suspension scaffolding according to claim 1, it is characterised in that: the pre-embedded steel slab (31)
Upper screw thread is plugged with standing screw (6), is fixedly connected with contact piece (7) on the standing screw (6), the contact piece (7) with
Pre-embedded steel slab (31) abuts against, and support column (32) screw thread is plugged on standing screw (6), the lower end of the support column (32)
It is provided with flange (8), is provided with fixing bolt (9) between the flange (8) and pre-embedded steel slab (31).
3. a kind of assembling the shaped steel suspension scaffolding according to claim 1, it is characterised in that: the support column (32)
Side wall offers limit sliding chutes (10), and the upper end of the fixed fashioned iron (2) and limit sliding chutes (10) sliding are engaged by clamping.
4. a kind of assembling the shaped steel suspension scaffolding according to claim 1, it is characterised in that: the pre-embedded steel slab (31)
Lower end is fixedly connected with reinforcing bar (11).
5. a kind of assembling the shaped steel suspension scaffolding according to claim 1, it is characterised in that: the fixed fashioned iron (2)
One end on the outside of connecting substrate (1) is fixedly connected with upright bar (12), is arranged between the upright bar (12) and fixed fashioned iron (2)
Have connection component (13), the connection component (13) includes the fixed plate (131) being fixedly connected with upright bar (12) lower end and fixes
Grafting limit plate (132) that plate (131) is fixedly connected, is opened the first spliced eye (133) being provided on grafting limit plate (132)
The second spliced eye (134) and third spliced eye (135) that are located on fixed fashioned iron (2) and the first spliced eye (133) and third are inserted
The mating fixation inserted link (136) in hole (135) is connect, the grafting limit plate (132) is matched with the second spliced eye (134) grafting
It closes.
6. a kind of assembling the shaped steel suspension scaffolding according to claim 5, it is characterised in that: the fixed fashioned iron (2)
On be fixedly connected with the first securing plate (14), offered on first securing plate (14) corresponding with third spliced eye (135)
The 4th spliced eye (15), the fixed inserted link (136) successively grafting pass through the 4th spliced eye (15) and the first spliced eye (133)
And it extends in third spliced eye (135), two fixed inserted links (136) are relatively set into one group, the upright bar (12)
Two groups of fixed inserted links (136) are provided between fixed fashioned iron (2).
7. a kind of assembling the shaped steel suspension scaffolding according to claim 6, it is characterised in that: the fixed inserted link
(136) it is fixedly connected on the second securing plate (16), by adding between second securing plate (16) and the first securing plate (14)
Gu screw (17) is fixedly connected.
8. a kind of assembling the shaped steel suspension scaffolding according to claim 7, it is characterised in that: the fixed inserted link
(136) one end end far from the second fixed plate (131) is fixedly connected with the second shank (18), the fixed inserted link (136)
End offer the 5th spliced eye (19), the second shank (18) setting corresponding with the 5th spliced eye (19).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910631400.5A CN110344574B (en) | 2019-07-12 | 2019-07-12 | Assembled shaped steel scaffold frame of encorbelmenting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910631400.5A CN110344574B (en) | 2019-07-12 | 2019-07-12 | Assembled shaped steel scaffold frame of encorbelmenting |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110344574A true CN110344574A (en) | 2019-10-18 |
| CN110344574B CN110344574B (en) | 2022-01-04 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910631400.5A Expired - Fee Related CN110344574B (en) | 2019-07-12 | 2019-07-12 | Assembled shaped steel scaffold frame of encorbelmenting |
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|---|---|---|---|---|
| CN202672701U (en) * | 2012-07-12 | 2013-01-16 | 中国建筑第八工程局有限公司 | Overhanging scaffold pre-buried ring capable of being repeatedly used |
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