CN108005372A - A kind of setting assembling type suspension scaffold - Google Patents
A kind of setting assembling type suspension scaffold Download PDFInfo
- Publication number
- CN108005372A CN108005372A CN201810025439.8A CN201810025439A CN108005372A CN 108005372 A CN108005372 A CN 108005372A CN 201810025439 A CN201810025439 A CN 201810025439A CN 108005372 A CN108005372 A CN 108005372A
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- steel
- nut
- welded
- screw arbor
- plate
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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
- E04G3/20—Scaffolds essentially supported by building constructions, e.g. adjustable in height supported by walls
-
- 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
- E04G5/046—Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on walls
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Movable Scaffolding (AREA)
Abstract
A kind of setting assembling type suspension scaffold, the overhanging end for being used to support suspension scaffold and the Zhi Dingduan for being used to support suspension scaffold are provided with shear wall, and steel plate and preformed hole are respectively arranged with Zhi Dingduan at overhanging end, one end of No.1 Screw arbor with nut at both-ends penetrates preformed hole, the other end of No.1 Screw arbor with nut at both-ends is welded on steel plate one end, the steel plate other end is welded with I-steel, it is welded with I-steel for the steel bar end as fixed scaffold upright rod, the upper mounted plate with bolt pin hole is welded on below I-steel one end；One end of No. two Screw arbor with nut at both-ends penetrates preformed hole, and the other end of No. two Screw arbor with nut at both-ends is welded on steel plate one end, and the steel plate other end is welded with the bottom plate with bolt pin hole, and adjustable strut one end is connected with upper mounted plate, and the other end is connected with bottom plate；Aufbauprinciple of the present invention is simple, easy for assemble or unload quick, reusable, construction safety and low cost.
Description
Technical field
The present invention relates to technical field of building construction, more particularly to a kind of setting assembling type suspension scaffold.
Background technology
With the continuous development of China's economic society, the continuous improvement of living standards of the people, various regions welcome construction
Climax.Skyscraper can not only meet some local building needs, can also effectively solve the problems, such as China's shortage of land resource,
Thus attract attention extensively.Outer suspension scaffold is widely used in skyscraper because its turnover is fast, input is low, saves the features such as duration
In construction, the construction of outer suspension scaffold it is reliable, reasonable, be one of an important factor for ensureing construction safety.
But the shaped steel suspension scaffold used at present need to reserve multiple holes on wall, the later stage also needs to reject reserved template and concrete
Closure, and the position of preformed hole is easily destroyed wall main reinforcement, is unfavorable for structure safety, especially in wall negative and positive big angle and stair
Between position, easily cause that top-bottom cross is boxed out or anchorage length deficiency lower part support top and staircase builder's jack anchored end block lower channel
The problems such as, and then it is complicated, time-consuming to cause to construct, high cost shortcoming.
The content of the invention
Technical problem solved by the invention is to provide a kind of setting assembling type suspension scaffold, to solve above-mentioned background technology
The shortcomings that middle.
Technical problem solved by the invention is realized using following technical scheme：
A kind of setting assembling type suspension scaffold, including No.1 Screw arbor with nut at both-ends, steel plate, I-steel, upper mounted plate, adjustable strut, two
Number Screw arbor with nut at both-ends, shear wall and bottom plate, wherein, shear wall upper end is provided with the overhanging end for being used to support suspension scaffold, lower end
The Zhi Dingduan for being used to support suspension scaffold is provided with, and is respectively arranged with steel plate with Zhi Dingduan at overhanging end, and is set at overhanging end
It is useful for penetrating the preformed hole of No.1 Screw arbor with nut at both-ends, Zhi Dingduan is provided with the preformed hole for penetrating No. two Screw arbor with nut at both-ends, one
One end of number Screw arbor with nut at both-ends penetrates preformed hole, and the other end of No.1 Screw arbor with nut at both-ends is welded on steel plate one end, the welding of the steel plate other end
There is I-steel, be welded with I-steel for the steel bar end as fixed scaffold upright rod, the upper fixation with bolt pin hole
Plate is welded on below I-steel one end；One end of No. two Screw arbor with nut at both-ends penetrates preformed hole, the other end welding of No. two Screw arbor with nut at both-ends
In steel plate one end, the steel plate other end is welded with the bottom plate with bolt pin hole, adjusts strut one end and upper mounted plate
The connection of bolt pin hole, the bolt pin hole of the other end and bottom plate connects.
In the present invention, a diameter of 42mm of No.1 Screw arbor with nut at both-ends.
In the present invention, steel plate is Q235 steel plates, and Q235 steel plate thickness is 20mm, 200 × 200mm of size.
In the present invention, I-steel is 16 I-steel.
In the present invention, two steel bar ends being used for as fixed scaffold upright rod, and steel bar end are welded with I-steel
Spacing is identical with scaffold spacing.
In the present invention, a diameter of 20mm of steel bar end, length 10cm.
In the present invention, upper mounted plate and bottom plate are Q235 steel plates, and Q235 steel plate thickness is 10mm, size 100
×100mm。
In the present invention, the steel pipe that strut uses a diameter of 48mm is adjusted.
In the present invention, No. two a diameter of 36mm of Screw arbor with nut at both-ends.
In the present invention, two pieces of upper mounted plates for carrying bolt pin hole are welded with I-steel.
In the present invention, two pieces of bottom plates for carrying bolt pin hole are welded with steel plate.
In the present invention, setting assembling type suspension scaffold constructing operation method is as follows：
（1）Prepare setting assembling type suspension scaffold overhanging end, Zhi Dingduan and for connecting overhanging end and Zhi Dingduan according to design size
Installation component, overhang end in, No.1 Screw arbor with nut at both-ends is welded on steel plate one end, it is another that I-steel one end is welded on square plate
End, and two steel bar ends are welded on I-steel, steel bar end spacing is identical with scaffold spacing, welding below the I-steel other end
Two pieces of upper mounted plates for carrying bolt pin hole；In Zhi Dingduan, the other end of No. two Screw arbor with nut at both-ends is welded on square plate one
End, the steel plate other end weld two pieces of bottom plates for carrying bolt pin hole；For connecting the installation structure at overhanging end and Zhi Dingduan
Part is using adjustable strut；Throat depth is 8mm, to meet that frame body support requires；
（2）During shear wall construction, treat wall steel bar binding after the completion of, on wall positioning overhanging end and Zhi Dingduan it is pre-
To box out, and pvc pipe is built into the preformed hole of positioning, pvc pipe top is arranged on the wall of overhang layer concrete floor bottom 10cm,
Lower part is set at 1.2 meters of top preformed hole, is arranged vertically up and down；Then pvc pipe and wall steel bar are bound using tied silk
Firmly, pvc pipe length is equal with width of wall body；
（3）After the wall of shear wall is torn open and touched, debris in the pvc pipe of preformed hole is inserted in cleaning；
（4）By step（1）The No.1 Screw arbor with nut at both-ends of middle preparation passes through step（3）The preformed hole of preparation, and fixed No.1 is to drawing spiral shell
No. two Screw arbor with nut at both-ends are passed through step by bar（3）The preformed hole of preparation, and fix No. two Screw arbor with nut at both-ends；
（5）Treat step（4）In overhanging end and Zhi Dingduan installation components install after, by step（1）Middle preparation adjusts
The bolt pin hole of upper mounted plate is inserted into strut one end, and the other end is inserted into the bolt pin hole of bottom plate, while adjusts overhanging
Spacing between end, Zhi Dingduan and adjustable strut, forms stable setting assembling type suspension scaffold.
Beneficial effect：
1）Aufbauprinciple of the present invention is simple, easy for assemble or unload quick, and a whole set of suspension scaffold is reusable；
2）Stress structure of the present invention meets code requirement, and reliability is high；
3）Present invention construction is unified, specification, is conducive to manage；
4）Present invention occupancy wall area is small, does not influence the next procedures such as outer-wall building construction；
5）The present invention effectively improves wall body structure safety, reduction leak risk, while construction safety and makes by setting preformed hole
Valency is low.
Brief description of the drawings
Fig. 1 is the exploded perspective view of presently preferred embodiments of the present invention.
Fig. 2 is sectional view at the A-A in Fig. 1.
Fig. 3 is sectional view at the B-B in Fig. 1.
Fig. 4 is sectional view at the C-C in Fig. 1.
Embodiment
In order to make the technical means, the creative features, the aims and the efficiencies achieved by the present invention easy to understand, tie below
Conjunction is specifically illustrating, and the present invention is further explained.
Referring to a kind of setting assembling type suspension scaffold of Fig. 1~4, including No.1 Screw arbor with nut at both-ends 1, No.1 nut 2, square plate
3rd, I-steel 4, steel bar end 5, bolt 6, upper mounted plate 7, adjustable strut 8, two Screw arbor with nut at both-ends 9, two nut 10, shear wall
11 and bottom plate 12, the overhanging end for being used to support suspension scaffold is provided with 11 upper end of shear wall, lower end, which is provided with, to be used to support
The Zhi Dingduan of suspension scaffold, overhanging end are respectively arranged with square plate 3 with Zhi Dingduan, are provided with overhanging end for penetrating No.1 pair
The preformed hole of screw rod 1 is drawn, Zhi Dingduan is provided with the preformed hole for penetrating No. two Screw arbor with nut at both-ends 9, the one of No.1 Screw arbor with nut at both-ends 1
End is fixed through preformed hole by No.1 nut 2, and the other end of No.1 Screw arbor with nut at both-ends 1 is welded on 3 one end of square plate, square plate
3 other ends are welded with I-steel 4, and two steel bar ends 5 being used for as fixed scaffold upright rod, reinforcing bar are welded with I-steel 4
First 5 spacing is identical with scaffold spacing, and the upper mounted plate 7 with bolt pin hole is welded on below 4 one end of I-steel；No. two right
One end of screw rod 9 is drawn to be fixed through preformed hole by No. two nuts 10, the other end of No. two Screw arbor with nut at both-ends 9 is welded on square plate 3
One end, 3 other end of square plate are welded with the bottom plate 12 with bolt pin hole, and adjustable 8 one end of strut passes through bolt 6
The bolt pin hole of upper mounted plate 7 is inserted into, the other end is inserted into the bolt pin hole of bottom plate 12 by bolt 6.
In the present embodiment, 1 a diameter of 42mm of No.1 Screw arbor with nut at both-ends, long outer wall thick add 100mm, can be recycled.
In the present embodiment, square plate 3 is Q235 steel plates, thickness 20mm, 200 × 200mm of size.
In the present embodiment, I-steel 4 is 16 I-steel.
In the present embodiment, 5 a diameter of 20mm of steel bar end, length 10cm.
In the present embodiment, upper mounted plate 7 and bottom plate 12 are Q235 steel plates, and thickness 10mm, size 100 ×
100mm。
In the present embodiment, steel pipe of the strut 8 using a diameter of 48mm is adjusted.
In the present embodiment, No. two 9 a diameter of 36mm of Screw arbor with nut at both-ends, long outer wall thick add 100mm, can be recycled.
In the present embodiment, two pieces of upper mounted plates 7 for carrying bolt pin hole are welded with I-steel 4.
In the present embodiment, two pieces of bottom plates 12 for carrying bolt pin hole are welded with square plate 3.
In the present embodiment, setting assembling type suspension scaffold constructing operation method is as follows：
（1）Prepare setting assembling type suspension scaffold overhanging end, Zhi Dingduan and for connecting overhanging end and Zhi Dingduan according to design size
Installation component, installation component include No.1 Screw arbor with nut at both-ends 1, No.1 nut 2, square plate 3, I-steel 4, steel bar end 5, bolt
6th, upper mounted plate 7, the adjustable nut 10 of Screw arbor with nut at both-ends 9, two of strut 8, two and bottom plate 12, overhang in end, by No.1
Screw arbor with nut at both-ends 1 is welded on 3 one end of square plate, and 4 one end of I-steel is welded on 3 other end of square plate, and is welded on I-steel 4
Two steel bar ends 5 are connect, 5 spacing of steel bar end is identical with scaffold spacing, welds two pieces below 4 other end of I-steel and is inserted with bolt
The upper mounted plate 7 of pin hole；In Zhi Dingduan, the other end of No. two Screw arbor with nut at both-ends 9 is welded on 3 one end of square plate, square plate 3
The other end welds two pieces of bottom plates 12 for carrying bolt pin hole；Installation component for connecting overhanging end and Zhi Dingduan uses
Adjustable strut 8；Throat depth is 8mm, meets that frame body support requires；
（2）In 11 work progress of shear wall, after the completion for the treatment of wall steel bar binding, positioning overhanging end and Zhi Dingduan on wall
Preformed hole, and pvc pipe is built into the preformed hole of positioning, pvc pipe top is arranged on the wall of overhang layer concrete floor bottom 10cm
On, lower part is set at 1.2 meters of top preformed hole, is arranged vertically up and down；No. 18 tied silks are then used by pvc pipe and wall steel
Muscle binding is firm, and pvc pipe length is equal with width of wall body, is arranged according to the suspension scaffold spacing of design；
（3）After the wall of shear wall 11 is torn open and touched, debris in the pvc pipe of preformed hole is inserted in cleaning；
（4）By step（1）The No.1 Screw arbor with nut at both-ends 1 of middle preparation passes through step（3）The preformed hole of preparation, and pass through No.1 nut 2
No. two Screw arbor with nut at both-ends 9 are passed through step by fixed No.1 Screw arbor with nut at both-ends 1（3）Prepare, and by No. two nuts 10 fix No. two it is right
Draw screw rod 9；
（5）Treat step（4）In overhanging end and Zhi Dingduan installation components install after, by step（1）Middle preparation adjusts
8 one end of strut is inserted into the bolt pin hole of upper mounted plate 7 by bolt 6, and the other end is inserted into the spiral shell of bottom plate 12 by bolt 6
Bolt pin hole, while overhanging end, spacing between Zhi Dingduan and adjustable strut 8 are adjusted, form stable setting assembling type overhanging
Frame；
（6）Treat step（5）In setting assembling type suspension scaffold install after, set up external scaffolding.
The basic principles, main features and the advantages of the invention have been shown and described above.The technology of the industry
Personnel are it should be appreciated that the present invention is not limited to the above embodiments, and the above embodiments and description only describe this
The principle of invention, without departing from the spirit and scope of the present invention, various changes and modifications of the present invention are possible, these changes
Change and improvement all fall within the protetion scope of the claimed invention.The claimed scope of the invention by appended claims and its
Equivalent thereof.
Claims (8)
1. a kind of setting assembling type suspension scaffold, including No.1 Screw arbor with nut at both-ends, steel plate, I-steel, upper mounted plate, adjustable strut,
No. two Screw arbor with nut at both-ends, shear wall and bottom plate, it is characterised in that shear wall upper end is provided with the overhanging for being used to support suspension scaffold
End, lower end is provided with the Zhi Dingduan for being used to support suspension scaffold, and is respectively arranged with steel plate with Zhi Dingduan at overhanging end, and is overhanging
End is provided with preformed hole for penetrating No.1 Screw arbor with nut at both-ends, is provided with Zhi Dingduan for penetrating the reserved of No. two Screw arbor with nut at both-ends
Hole, one end of No.1 Screw arbor with nut at both-ends penetrate preformed hole, and the other end of No.1 Screw arbor with nut at both-ends is welded on steel plate one end, the steel plate other end
I-steel is welded with, is welded with I-steel for the steel bar end as fixed scaffold upright rod, with the upper of bolt pin hole
Fixed plate is welded on below I-steel one end；One end of No. two Screw arbor with nut at both-ends penetrates preformed hole, the other end of No. two Screw arbor with nut at both-ends
Be welded on steel plate one end, the steel plate other end is welded with the bottom plate with bolt pin hole, adjust strut one end with it is upper solid
The bolt pin hole of the bolt pin hole connection of fixed board, the other end and bottom plate connects.
2. a kind of setting assembling type suspension scaffold according to claim 1, it is characterised in that No.1 Screw arbor with nut at both-ends is a diameter of
42mm。
3. a kind of setting assembling type suspension scaffold according to claim 1, it is characterised in that two use are welded with I-steel
In the steel bar end as fixed scaffold upright rod, and steel bar end spacing is identical with scaffold spacing.
4. a kind of setting assembling type suspension scaffold according to claim 1, it is characterised in that upper mounted plate is equal with bottom plate
For Q235 steel plates.
5. a kind of setting assembling type suspension scaffold according to claim 1, it is characterised in that No. two Screw arbor with nut at both-ends are a diameter of
36mm。
6. a kind of setting assembling type suspension scaffold according to claim 1, it is characterised in that two pieces of bands are welded with I-steel
There is the upper mounted plate in bolt pin hole.
7. a kind of setting assembling type suspension scaffold according to claim 1, it is characterised in that two pieces are welded with steel plate and is carried
The bottom plate in bolt pin hole.
8. according to a kind of setting assembling type suspension scaffold of claim 1~7 any one of them, it is characterised in that setting assembling type
Suspension scaffold constructing operation method is as follows：
（1）Prepare setting assembling type suspension scaffold overhanging end, Zhi Dingduan and for connecting overhanging end and Zhi Dingduan according to design size
Installation component, overhang end in, No.1 Screw arbor with nut at both-ends is welded on steel plate one end, it is another that I-steel one end is welded on square plate
End, and two steel bar ends are welded on I-steel, steel bar end spacing is identical with scaffold spacing, welding below the I-steel other end
Two pieces of upper mounted plates for carrying bolt pin hole；In Zhi Dingduan, the other end of No. two Screw arbor with nut at both-ends is welded on square plate one
End, the steel plate other end weld two pieces of bottom plates for carrying bolt pin hole；For connecting the installation structure at overhanging end and Zhi Dingduan
Part is using adjustable strut；
（2）During shear wall construction, treat wall steel bar binding after the completion of, on wall positioning overhanging end and Zhi Dingduan it is pre-
Box out, and pvc pipe is built into the preformed hole of positioning；Pvc pipe and wall steel bar are then bound by firm, pvc pipe using tied silk
Length is equal with width of wall body；
（3）After the wall of shear wall is torn open and touched, debris in the pvc pipe of preformed hole is inserted in cleaning；
（4）By step（1）The No.1 Screw arbor with nut at both-ends of middle preparation passes through step（3）The preformed hole of preparation, and fixed No.1 is to drawing spiral shell
No. two Screw arbor with nut at both-ends are passed through step by bar（3）The preformed hole of preparation, and fix No. two Screw arbor with nut at both-ends；
（5）Treat step（4）In overhanging end and Zhi Dingduan installation components install after, by step（1）Middle preparation adjusts
The bolt pin hole of upper mounted plate is inserted into strut one end, and the other end is inserted into the bolt pin hole of bottom plate, while adjusts overhanging
Spacing between end, Zhi Dingduan and adjustable strut, forms stable setting assembling type suspension scaffold.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810025439.8A CN108005372A (en) | 2018-01-11 | 2018-01-11 | A kind of setting assembling type suspension scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810025439.8A CN108005372A (en) | 2018-01-11 | 2018-01-11 | A kind of setting assembling type suspension scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108005372A true CN108005372A (en) | 2018-05-08 |
Family
ID=62049949
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810025439.8A Pending CN108005372A (en) | 2018-01-11 | 2018-01-11 | A kind of setting assembling type suspension scaffold |
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| Country | Link |
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| CN (1) | CN108005372A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110029813A (en) * | 2019-05-16 | 2019-07-19 | 江西国金建设集团有限公司 | A kind of deformation joint wall formwork construction method |
| CN113914594A (en) * | 2021-07-13 | 2022-01-11 | 中一达建设集团有限公司 | Assembled outrigger structure |
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| CN201695663U (en) * | 2010-07-05 | 2011-01-05 | 南通永安建设工程有限公司 | Adjustable overhung supporter for building construction |
| CN103255909A (en) * | 2013-05-16 | 2013-08-21 | 南通市达欣工程股份有限公司 | Wall connecting attachment device of construction engineering outer wall scaffold |
| CN104047419A (en) * | 2014-06-13 | 2014-09-17 | 中建四局第一建筑工程有限公司 | Wall linking method of scaffold and wall-linking member used by scaffold |
| CN205206281U (en) * | 2015-12-18 | 2016-05-04 | 江西国金建设集团有限公司 | Novel regularization building outrigger is wall even device |
| CN205476391U (en) * | 2016-01-19 | 2016-08-17 | 中建八局第三建设有限公司 | Builder's jack |
| CN207714722U (en) * | 2018-01-11 | 2018-08-10 | 江西国金建设集团有限公司 | A kind of setting assembling type suspension scaffold |
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2018
- 2018-01-11 CN CN201810025439.8A patent/CN108005372A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201695663U (en) * | 2010-07-05 | 2011-01-05 | 南通永安建设工程有限公司 | Adjustable overhung supporter for building construction |
| CN103255909A (en) * | 2013-05-16 | 2013-08-21 | 南通市达欣工程股份有限公司 | Wall connecting attachment device of construction engineering outer wall scaffold |
| CN104047419A (en) * | 2014-06-13 | 2014-09-17 | 中建四局第一建筑工程有限公司 | Wall linking method of scaffold and wall-linking member used by scaffold |
| CN205206281U (en) * | 2015-12-18 | 2016-05-04 | 江西国金建设集团有限公司 | Novel regularization building outrigger is wall even device |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110029813A (en) * | 2019-05-16 | 2019-07-19 | 江西国金建设集团有限公司 | A kind of deformation joint wall formwork construction method |
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| CN113914594A (en) * | 2021-07-13 | 2022-01-11 | 中一达建设集团有限公司 | Assembled outrigger structure |
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