CN107558720A - A kind of vertical rod fixture and scaffold - Google Patents
A kind of vertical rod fixture and scaffold Download PDFInfo
- Publication number
- CN107558720A CN107558720A CN201710968800.6A CN201710968800A CN107558720A CN 107558720 A CN107558720 A CN 107558720A CN 201710968800 A CN201710968800 A CN 201710968800A CN 107558720 A CN107558720 A CN 107558720A
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- fixes sleeve
- vertical rod
- steel
- steel outrigger
- rod fixture
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 115
- 239000010959 steel Substances 0.000 claims abstract description 115
- 238000010276 construction Methods 0.000 abstract description 17
- 238000009434 installation Methods 0.000 abstract description 5
- 230000007704 transition Effects 0.000 abstract description 5
- 239000012141 concentrate Substances 0.000 abstract description 3
- 229910000679 solder Inorganic materials 0.000 abstract description 3
- 230000003014 reinforcing effect Effects 0.000 description 14
- 230000000694 effects Effects 0.000 description 13
- 238000013461 design Methods 0.000 description 4
- 238000003466 welding Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 239000007787 solid Substances 0.000 description 3
- 239000004035 construction material Substances 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 238000005553 drilling Methods 0.000 description 2
- 238000001125 extrusion Methods 0.000 description 2
- 239000004744 fabric Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 210000001015 abdomen Anatomy 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Abstract
The invention provides a kind of vertical rod fixture, including fixes sleeve, fix bar and fastening assembly；The inner chamber of fixes sleeve can be bonded socket with the exterior contour of I-steel outrigger, and fastening assembly is arranged at fixes sleeve, for fixes sleeve to be firmly mounted to the outside of I-steel outrigger；Fix bar is welded in fixes sleeve, for grafting and the vertical rod of fixed scaffold.The vertical rod fixture of the present invention, using the fixes sleeve for being welded with fix bar, avoids fix bar from directly being welded with I-steel outrigger, reduces I-steel outrigger and fix bar stress in construction operation and concentrates and the hidden danger destroyed occur；In installation and dismounting, the I-steel outrigger of non-solder fix bar can independently pass through shear wall, simplify work high above the ground program, reduce construction risk；Scaffolding members are it also avoid simultaneously in storage, transition transportation by collision-deformed risk.On this basis, present invention also offers a kind of scaffold.
Description
Technical field
The present invention relates to Architectural Equipment technical field, more particularly to a kind of vertical rod fixture and scaffold.
Background technology
Overhanging scaffold, refer to pin hand of the frame structure off-load on the rigid Cantilever Beams (frame) of building structure are attached to
Frame, operation and its security protection for main body or fitting-out work in construction need, and usual every section of scaffolding height must not
More than 20m.
In the prior art, the structure of the beam end vertical rod keeper of encorbelmenting of overhanging scaffold is：Away from I-steel outrigger
A diameter 20mm, high 200mm reinforcing rod are welded above end at edge of a wing center line 100mm.Scaffold upright rod is inserted in reinforcing bar
On rod, play a part of fixed vertical rod.A diameter is welded at the center line 100mm of the edge of a wing below away from I-steel outrigger end
20mm, high 100mm reinforcing rod.Scaffold unloading steel wire rope is stuck on the outside of reinforcing rod, and fixed steel is played in steel wire rope stress
The effect of cord, it is primarily subjected to the horizontal component of steel wire rope.
Found in practice of construction operation, the design and use of prior art vertical rod keeper exist and following can not ignored
Defect：
1st, the welding of reinforcing rod and I-steel outrigger usually relies on manual work, in most cases using spot welding, fastness
Difference, often destroyed at first in stress concentration.
2nd, during scaffold construction, limited by the size and welded reinforcement rod of reserving hole, I-steel outrigger passes through shearing
Wall is more difficult, it is necessary to be inserted on the outside of fabric structure, work high above the ground, and danger is larger；When removing, need to be extracted out from outside,
It is dangerous larger.Or reinforcing rod is sliced off in advance, extracted out from inner side, increase cost of labor.
3rd, during storage, transition, reinforcing rod is subject to collide and deform I-steel outrigger, needs to adjust when subsequently using
Directly.
The content of the invention
It is an object of the invention to provide a kind of vertical rod fixture and scaffold, is existed with solving scaffold of the prior art
Structural mechanical property present in design, construction, installation, dismounting and transport is poor, it is dangerous greatly, cost of labor it is higher, easily by
The problems such as damage deformation.
To achieve these goals, the present invention uses following technical scheme：
A kind of vertical rod fixture provided by the invention, including fixes sleeve, fix bar and fastening assembly；The fixes sleeve
Inner chamber socket can be bonded with the exterior contour of I-steel outrigger, the fastening assembly is arranged at the fixes sleeve, is used for
The fixes sleeve is firmly mounted to the outside of I-steel outrigger；The fix bar is welded in the fixes sleeve, is used
In grafting and the vertical rod of fixed scaffold.
Further, the fastening assembly includes bolt, nut and through hole, and the through hole is arranged on the two of the fixes sleeve
Individual side wall, the through hole of one side wall of fixes sleeve, I-steel outrigger web hole, the fixation described in the screw bolt passes
The through hole and nut of another side wall of sleeve, the fixes sleeve can be anchored on I-steel outrigger.The technical scheme
Have technical effect that：Using I-steel outrigger web hole and corresponding through hole, screw bolt and nut, vertical rod fixture is consolidated
With reference to, and the stress of vertical rod fixture is obtained for delivery on I-steel outrigger.
Further, the quantity of the nut is two.The technical scheme has technical effect that：Two nuts are in bolt
After tightening, caused axial force between nut, the frictional force between nut pitch and bolt tooth is set to increase and prevent that nut is automatically loose
De-, i.e., two nuts provide prestressing force, prevent nut loosening from skidding off, and have more excellent fastening and locking effect.
Further, in addition to split pin, the split pin are used to lock the bolt.The technique effect of the technical scheme exists
In：After nut is tightened, split pin is inserted in nut groove and bolt tail hole, and split pin afterbody is pulled open, can be prevented
The relative rotation of nut and bolt.It as the alternative solution of two nuts, can prevent nut loosening from skidding off, and one can be reduced
The material of nut.
Further, the fastening assembly includes bolt, screw, and the screw is arranged on the side wall of the fixes sleeve, institute
Bolt is stated through the screw and abuts I-steel outrigger, the fixes sleeve can be anchored on I-steel outrigger.The technology
Scheme has technical effect that：Fixes sleeve with screw screwed screw using bolt and abutted the abdomen of I-steel outrigger
Plate, it can avoid drilling on I-steel outrigger, enhance the structural strength of scaffold itself.
Further, the fixes sleeve is square steel tube.The technical scheme has technical effect that：Square steel tube is a kind of hollow
Square section light thin wall steel pipe, also referred to as steel cold-forming shapes.Square steel tube has seamless and weld seam point, and seamless square steel tube is
Seamless pipe extrusion forming is formed, seamed square steel tube is that strip is rolled by PROCESS FOR TREATMENT and formed.Square steel tube possesses enough
Mechanical strength, and can prevent fixes sleeve from being rotated around I-steel outrigger, play a part of the pedestal of supported rod erecting.
Further, in addition to limited post, the limited post are welded in the fixes sleeve, its bearing of trend with it is described solid
The bearing of trend of fixed pole is opposite.The technical scheme has technical effect that：When scaffold construction is installed, off-load steel wire should be used
Rope, by off-load steel wire loop on limited post, in off-load steel wire rope stress, bears the horizontal component of off-load steel wire rope, prevents
Steel cable sliding, avoid off-load from failing, improve the security of scaffold.
Further, the limited post is to I-steel outrigger sloped-end.The technical scheme has technical effect that：Limited post
For being socketed off-load steel wire rope, after limited post is tilted, it can prevent off-load steel cable sliding from coming off.
Further, the middle part of the limited post sets position limiting convex ring.The technical scheme has technical effect that：Position limiting convex ring
Limitation off-load steel cable sliding is also used for come off.
The present invention also provides a kind of scaffold, including I-steel outrigger, vertical rod and above-mentioned vertical rod fixture；It is described solid
Determine sleeve and be socketed the I-steel outrigger, the column is plugged in the fix bar.
The beneficial effects of the invention are as follows：
1st, vertical rod fixture, using the fixes sleeve for being welded with fix bar, fix bar is avoided directly to be welded with I-steel outrigger
Connect, reduce I-steel outrigger and fix bar stress in construction operation and concentrate and the hidden danger destroyed occur.
2nd, vertical rod fixture, the fixes sleeve for being welded with fix bar, in installation and dismounting, non-solder fix bar are used
I-steel outrigger can independently pass through shear wall, simplify work high above the ground program, reduce construction risk.
3rd, vertical rod fixture, using the fixes sleeve for being welded with fix bar, scaffolding members are avoided in storage, transition fortune
By collision-deformed risk during defeated.
4th, scaffold has used above-mentioned vertical rod fixture, in addition to possessing above-mentioned technical advantage, also substantially increase and apply
Work efficiency rate, reduce construction material cost.
Brief description of the drawings
In order to illustrate more clearly of the technical scheme of the specific embodiment of the invention, embodiment will be described below
In the required accompanying drawing used be briefly described.It should be evident that drawings in the following description are some implementations of the present invention
Mode, for those of ordinary skill in the art, on the premise of not paying creative work, can also be according to these accompanying drawings
Obtain other accompanying drawings.
Fig. 1 is the axonometric drawing of vertical rod fixture provided in an embodiment of the present invention；
Fig. 2 is the axonometric drawing that vertical rod fixture provided in an embodiment of the present invention is socketed after I-steel outrigger；
Fig. 3 is the front view that vertical rod fixture provided in an embodiment of the present invention is socketed after I-steel outrigger；
Fig. 4 is that the vertical rod fixture that the embodiment of the present invention one provides is socketed the left view after I-steel outrigger；
Fig. 5 is that the vertical rod fixture that the embodiment of the present invention two provides is socketed the left view after I-steel outrigger；
Fig. 6 is that the vertical rod fixture that the embodiment of the present invention three provides is socketed the left view after I-steel outrigger.
Reference：
1- fixes sleeves；2- fix bars；3- I-steel outriggers；
4- bolts；5- nuts；6- through holes；
7- split pins；8- screws；9- limited posts；
10- position limiting convex rings.
Embodiment
Technical scheme is clearly and completely described below in conjunction with accompanying drawing, it is clear that described implementation
Example is part of the embodiment of the present invention, rather than whole embodiments.Based on the embodiment in the present invention, ordinary skill
The every other embodiment that personnel are obtained under the premise of creative work is not made, belongs to the scope of protection of the invention.
In the description of the invention, it is necessary to explanation, term " " center ", " on ", " under ", "left", "right", " vertical ",
The orientation or position relationship of the instruction such as " level ", " interior ", " outer " be based on orientation shown in the drawings or position relationship, merely to
Be easy to the description present invention and simplify description, rather than instruction or imply signified device or element must have specific orientation,
With specific azimuth configuration and operation, therefore it is not considered as limiting the invention.In addition, term " first ", " second ",
" the 3rd " is only used for describing purpose, and it is not intended that instruction or hint relative importance.
In the description of the invention, it is necessary to illustrate, unless otherwise clearly defined and limited, term " installation ", " phase
Even ", " connection " should be interpreted broadly, for example, it may be being fixedly connected or being detachably connected, or be integrally connected；Can
To be mechanical connection or electrical connection；Can be joined directly together, can also be indirectly connected by intermediary, Ke Yishi
The connection of two element internals.For the ordinary skill in the art, with concrete condition above-mentioned term can be understood at this
Concrete meaning in invention.
DESCRIPTION OF THE PRIOR ART：
Overhanging scaffold, refer to pin hand of the frame structure off-load on the rigid Cantilever Beams (frame) of building structure are attached to
Frame, operation and its security protection for main body or fitting-out work in construction need, and usual every section of scaffolding height must not
More than 20m.In the prior art, the structure of the beam end vertical rod keeper of encorbelmenting of overhanging scaffold is：Away from I-steel outrigger 3
A diameter 20mm, high 200mm reinforcing rod are welded above end at edge of a wing center line 100mm.Scaffold upright rod is inserted in reinforcing bar
On rod, play a part of fixed vertical rod.A diameter is welded at the center line 100mm of the edge of a wing below away from the end of I-steel outrigger 3
20mm, high 100mm reinforcing rod.Scaffold unloading steel wire rope is stuck on the outside of reinforcing rod, and fixed steel is played in steel wire rope stress
The effect of cord, it is primarily subjected to the horizontal component of steel wire rope.Found in practice of construction operation, prior art vertical rod keeper
Following the defects of can not ignoring be present in design and use：1st, the welding of reinforcing rod and I-steel outrigger 3 usually relies on manual work,
Spot welding is used in most cases, and fastness is poor, is often destroyed at first in stress concentration.2nd, during scaffold construction, by preformed hole
The size in hole and the limitation of welded reinforcement rod, I-steel outrigger 3 are more difficult through shear wall, it is necessary to be inserted on the outside of fabric structure
Enter, work high above the ground, it is dangerous larger；When removing, need to be extracted out from outside, it is dangerous larger.Or reinforcing rod is sliced off in advance,
Extracted out from inner side, increase cost of labor.3rd, during storage, transition, reinforcing rod is subject to collide and become I-steel outrigger 3
Shape, straightening is needed when subsequently using.
The specific embodiment of the invention：
Embodiment one：
A kind of vertical rod fixture is present embodiments provided, wherein：Fig. 1 is vertical rod fixture provided in an embodiment of the present invention
Axonometric drawing；Fig. 2 is the axonometric drawing that vertical rod fixture provided in an embodiment of the present invention is socketed after I-steel outrigger 3；Fig. 3 is the present invention
Front view after the vertical rod fixture socket I-steel outrigger 3 that embodiment provides；Fig. 4 is the vertical rod that the embodiment of the present invention one provides
Left view after fixture socket I-steel outrigger 3.As shown in figures 1-4, vertical rod fixture includes fixes sleeve 1, fix bar 2
And fastening assembly.Specifically, the inner chamber of fixes sleeve 1 can be bonded socket, fastening assembly with the exterior contour of I-steel outrigger 3
It is arranged in fixes sleeve 1, for fixes sleeve 1 to be firmly mounted to the outside of I-steel outrigger 3.Wherein, fix bar 2 is welded
It is connected in fixes sleeve 1, for grafting and the vertical rod of fixed scaffold.
Further, fastening assembly includes bolt 4, nut 5 and through hole 6, wherein, through hole 6 is arranged on the two of fixes sleeve 1
Individual side wall, it is another that bolt 4 sequentially passes through the through hole 6 of 1 one side walls of fixes sleeve, the web hole of I-steel outrigger 3, fixes sleeve 1
The through hole 6 and nut 5 of one side wall, fixes sleeve 1 can be anchored on I-steel outrigger 3.
Further, the quantity of nut 5 is two.
Vertical rod fixture provided by the invention, can preferably solve scaffold of the prior art in design, construction, peace
Structural mechanical property present in dress, dismounting and transport is poor, dangerous big, cost of labor is higher, easy impaired the problems such as deforming.
First, vertical rod fixture uses the fixes sleeve 1 for being welded with fix bar 2, avoids fix bar 2 from directly being welded with I-steel outrigger 3,
I-steel outrigger 3 and the stress of fix bar 2 in construction operation is reduced to concentrate and the hidden danger destroyed occur.Secondly, vertical rod is fixed
Part is using the fixes sleeve 1 for being welded with fix bar 2, and in installation and dismounting, the I-steel outrigger 3 of non-solder fix bar 2 can
It is independent to pass through shear wall, work high above the ground program is simplified, reduces construction risk.Again, the use of vertical rod fixture is welded with solid
The fixes sleeve 1 of fixed pole 2, scaffolding members are avoided in storage, transition transportation by collision-deformed risk.
In above-described embodiment one, 1, utilize the web hole of I-steel outrigger 3 and corresponding through hole 6, bolt 4 and nut
5, by the firm combination of vertical rod fixture, and the stress of vertical rod fixture is obtained for delivery on I-steel outrigger 3.2nd, two nuts
After 5 tighten in bolt 4, caused axial force between nut 5, the frictional force between the tooth of nut 5 and the tooth of bolt 4 is set to increase and prevent
Only nut 5 releases automatically, i.e., two nuts 5 provide prestressing force, prevent nut 5 loosen skid off, have more excellent fastening and
Locking effect.
Embodiment two：
A kind of vertical rod fixture is present embodiments provided, wherein：Fig. 5 is the vertical rod fixture that the embodiment of the present invention two provides
The left view being socketed after I-steel outrigger 3.As shown in Fig. 1~3,5, vertical rod fixture includes fixes sleeve 1, fix bar 2 and tight
Gu component.Specifically, the inner chamber of fixes sleeve 1 can be bonded socket with the exterior contour of I-steel outrigger 3, and fastening assembly is set
In in fixes sleeve 1, for fixes sleeve 1 to be firmly mounted to the outside of I-steel outrigger 3.Wherein, fix bar 2 is welded in
In fixes sleeve 1, for grafting and the vertical rod of fixed scaffold.
Further, fastening assembly includes bolt 4, nut 5 and through hole 6, wherein, through hole 6 is arranged on the two of fixes sleeve 1
Individual side wall, it is another that bolt 4 sequentially passes through the through hole 6 of 1 one side walls of fixes sleeve, the web hole of I-steel outrigger 3, fixes sleeve 1
The through hole 6 and nut 5 of one side wall, fixes sleeve 1 can be anchored on I-steel outrigger 3.
Further, split pin 7 is additionally provided with, split pin 7 is used for locking bolt 4.
In the present embodiment, after nut 5 is tightened, split pin 7 is inserted in the groove of nut 5 and the tail hole of bolt 4, and will be opened
The mouth afterbody of pin 7 pulls open, and can prevent the relative rotation of nut 5 and bolt 4.As the alternative solution of two nuts 5, can prevent
Nut 5, which loosens, to be skidded off, and can reduce the material of a nut 5.
Embodiment three：
A kind of vertical rod fixture is present embodiments provided, wherein：Fig. 6 is the vertical rod fixture that the embodiment of the present invention three provides
The left view being socketed after I-steel outrigger 3.As shown in Fig. 1~3,6, vertical rod fixture includes fixes sleeve 1, fix bar 2 and tight
Gu component.Specifically, the inner chamber of fixes sleeve 1 can be bonded socket with the exterior contour of I-steel outrigger 3, and fastening assembly is set
In in fixes sleeve 1, for fixes sleeve 1 to be firmly mounted to the outside of I-steel outrigger 3.Wherein, fix bar 2 is welded in
In fixes sleeve 1, for grafting and the vertical rod of fixed scaffold.
Further, fastening assembly includes bolt 4, screw 8.Wherein, screw 8 is arranged on the side wall of fixes sleeve 1, bolt
4 pass through screw 8 and abut I-steel outrigger 3, fixes sleeve 1 can be anchored on into I-steel outrigger 3.
In the present embodiment, the fixes sleeve 1 with screw 8 screwed screw 8 using bolt 4 and abutted I-steel outrigger
3 web, it can avoid drilling on I-steel outrigger 3, enhance the structural strength of scaffold itself.
Further, on the basis of any of the above-described embodiment, as shown in figs. 1 to 6, fixes sleeve 1 is made up of square steel tube.
Wherein, square steel tube is a kind of section light thin wall steel pipe of square hollow, also referred to as steel cold-forming shapes.Square steel tube have it is seamless and
Point of weld seam, seamless square steel tube is to form seamless pipe extrusion forming, and seamed square steel tube is that strip rolls by PROCESS FOR TREATMENT
Form.Square steel tube possesses enough mechanical strengths, and can prevent fixes sleeve 1 from being rotated around I-steel outrigger 3, and it is vertical to play support
The effect of the pedestal of bar.
Further, on the basis of any of the above-described embodiment, as shown in figs. 1 to 6, vertical rod fixture is additionally provided with spacing
Post 9, limited post 9 are welded in fixes sleeve 1, and its bearing of trend is opposite with the bearing of trend of fix bar 2.And limited post 9 is to work
The sloped-end of word steel outrigger 3, or, the middle part of limited post 9 sets position limiting convex ring 10.When scaffold construction is installed, should use
Off-load steel wire rope, by off-load steel wire loop on limited post 9, in off-load steel wire rope stress, bear the level of off-load steel wire rope
Component, steel cable sliding is prevented, avoids off-load from failing, improves the security of scaffold.Limited post 9 is arranged to choose to I-steel
The sloped-end of beam 3, or position limiting convex ring 10 is set at the middle part of limited post 9, it can prevent off-load steel cable sliding from coming off.
The present invention also provides a kind of scaffold, including I-steel outrigger 3, vertical rod and above-mentioned vertical rod fixture.Wherein,
Fixes sleeve 1 is socketed I-steel outrigger 3, and column is plugged in fix bar 2.Scaffold is configured with above-mentioned vertical rod fixture, except
Outside the technical advantage for possessing above-mentioned vertical rod fixture, efficiency of construction is also substantially increased, reduces construction material cost.
Finally it should be noted that：Various embodiments above is merely illustrative of the technical solution of the present invention, rather than its limitations；To the greatest extent
The present invention is described in detail with reference to foregoing embodiments for pipe, it will be understood by those within the art that：Its according to
The technical scheme described in foregoing embodiments can so be modified, either which part or all technical characteristic are entered
Row equivalent substitution；And these modifications or replacement, the essence of appropriate technical solution is departed from various embodiments of the present invention technology
The scope of scheme.
Claims (10)
1. a kind of vertical rod fixture, it is characterised in that including fixes sleeve, fix bar and fastening assembly；
The inner chamber of the fixes sleeve can be bonded socket with the exterior contour of I-steel outrigger, and the fastening assembly is arranged at institute
Fixes sleeve is stated, for the fixes sleeve to be firmly mounted to the outside of I-steel outrigger；
The fix bar is welded in the fixes sleeve, for grafting and the vertical rod of fixed scaffold.
2. vertical rod fixture according to claim 1, it is characterised in that the fastening assembly includes bolt, nut and led to
Hole, the through hole are arranged on two side walls of the fixes sleeve, one side wall of fixes sleeve described in the screw bolt passes
Through hole, I-steel outrigger web hole, the through hole and nut of another side wall of fixes sleeve, can be by the fixation
Sleeve is anchored on I-steel outrigger.
3. vertical rod fixture according to claim 2, it is characterised in that the quantity of the nut is two.
4. vertical rod fixture according to claim 2, it is characterised in that also including split pin, the split pin is used to lock
The fixed bolt.
5. vertical rod fixture according to claim 1, it is characterised in that the fastening assembly includes bolt, screw, described
Screw is arranged on the side wall of the fixes sleeve, and the bolt is through the screw and abuts I-steel outrigger, can be by described in
Fixes sleeve is anchored on I-steel outrigger.
6. the vertical rod fixture according to any one of Claims 1 to 5, it is characterised in that the fixes sleeve is square steel tube.
7. the vertical rod fixture according to any one of Claims 1 to 5, it is characterised in that described spacing also including limited post
Post is welded in the fixes sleeve, and its bearing of trend is opposite with the bearing of trend of the fix bar.
8. vertical rod fixture according to claim 7, it is characterised in that the limited post inclines to I-steel outrigger end
Tiltedly.
9. vertical rod fixture according to claim 8, it is characterised in that the middle part of the limited post sets position limiting convex ring.
10. a kind of scaffold, it is characterised in that including I-steel outrigger, vertical rod and as described in any one of claim 1~9
Vertical rod fixture；The fixes sleeve is socketed the I-steel outrigger, and the column is plugged in the fix bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710968800.6A CN107558720A (en) | 2017-10-18 | 2017-10-18 | A kind of vertical rod fixture and scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710968800.6A CN107558720A (en) | 2017-10-18 | 2017-10-18 | A kind of vertical rod fixture and scaffold |
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| Publication Number | Publication Date |
|---|---|
| CN107558720A true CN107558720A (en) | 2018-01-09 |
Family
ID=60986366
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710968800.6A Pending CN107558720A (en) | 2017-10-18 | 2017-10-18 | A kind of vertical rod fixture and scaffold |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN108547443A (en) * | 2018-04-12 | 2018-09-18 | 中建四局第四建筑工程有限公司 | The upright bar bearing adjusted and its construction method are moved on a kind of overhanging I-steel |
| CN108708548A (en) * | 2018-06-26 | 2018-10-26 | 中建四局第三建筑工程有限公司 | A kind of tool-type builder's jack standpipe positioning device |
| CN110344574A (en) * | 2019-07-12 | 2019-10-18 | 无锡市亨利富建设发展有限公司 | A kind of assembling the shaped steel suspension scaffolding |
| CN113279602A (en) * | 2021-06-21 | 2021-08-20 | 中建四局第一建筑工程有限公司 | I-steel platform connected with reinforced concrete main beam by post-adding steel structure |
| CN115059285A (en) * | 2022-06-29 | 2022-09-16 | 佛山市新一建筑集团有限公司 | Overhanging scaffold foundation connecting mechanism |
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| CN108547443A (en) * | 2018-04-12 | 2018-09-18 | 中建四局第四建筑工程有限公司 | The upright bar bearing adjusted and its construction method are moved on a kind of overhanging I-steel |
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| CN113279602A (en) * | 2021-06-21 | 2021-08-20 | 中建四局第一建筑工程有限公司 | I-steel platform connected with reinforced concrete main beam by post-adding steel structure |
| CN115059285A (en) * | 2022-06-29 | 2022-09-16 | 佛山市新一建筑集团有限公司 | Overhanging scaffold foundation connecting mechanism |
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Application publication date: 20180109 |