CN209620550U - A kind of adjustable overhanging type scaffolding structure with steel pipe positioning function - Google Patents
A kind of adjustable overhanging type scaffolding structure with steel pipe positioning function Download PDFInfo
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- CN209620550U CN209620550U CN201822009478.7U CN201822009478U CN209620550U CN 209620550 U CN209620550 U CN 209620550U CN 201822009478 U CN201822009478 U CN 201822009478U CN 209620550 U CN209620550 U CN 209620550U
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- cantilever beams
- jurisdiction
- bottom plate
- upright bar
- orientation direction
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Abstract
The utility model belongs to fastener type steel pipe scaffold field, disclose a kind of adjustable overhanging type scaffolding structure with positioning device, the Cantilever Beams being fixedly arranged at including one end on building floor, the other end of Cantilever Beams is pierced by and perpendicular to the exterior wall of building, the upright bar of Cantilever Beams is provided perpendicular on one end that Cantilever Beams stretch out exterior wall, the bottom plate that width is greater than Cantilever Beams is consolidated on the Cantilever Beams below upright bar, interior positioning steel disc and outer positioning section of jurisdiction are vertically equipped on the bottom plate, vertical rod sleeve is mounted between outer positioning section of jurisdiction and interior orientation direction steel disc, the lower end of upright bar is contacted with plate upper surface；The utility model can accurately control the inner side and outer side position of upright bar, improve the installation accuracy of upright bar by the outer positioning section of jurisdiction of setting and interior orientation direction steel disc, reduce the initial imperfection of scaffold building, it ensure that the stability of scaffold entirety, structure is simple, improves disassembly efficiency.
Description
Technical field
The utility model belongs to fastener type steel pipe scaffold field, and in particular to a kind of adjustable with steel pipe positioning function
The overhanging type scaffolding structure of energy.
Background technique
It is usually appropriate in the end of overhanging type steel that the positioning of suspended scaffold upright rod load bottom end is fixed in present construction
One section of spacer bar perpendicular to overhanging type steel is welded to fix the position of scaffold upright rod in position, prevents upright bar on fashioned iron surface
Sliding is generated, scaffold overall stability is improved, application value is designed to reach it, gives full play to the effect of its stationary positioned.
Due to the needs of architectural image, modern building fabric becomes further irregular, stability that scaffold uses, safety
Reliability is also increasingly more difficult to achieve code requirement, therefore upright bar is required to have more stable support, and more accurately support is fixed
Position.But traditional upright bar localization method is directly pole steel tube to be directly inserted in above reinforcing bar, but fix upright bar in this way
Mode produce first floor suspended scaffold upright rod load can in setting up since the outer diameter of upright bar internal diameter and fixed steel bars has biggish difference
Raw small-scale sliding, first floor scaffold occur position it is mobile caused by deviation can add up big entire scaffold frame body, finally will
The upright bar force-bearing situation for changing scaffold makes theoretically only to be become inclined since center line of the bar deviates by the upright bar of axle power originally
The overall stability of heart compression member, such scaffold will be affected, and be not easy to guarantee the use that it can be safe and reliable, to practical
Engineering safety bring very big threat；Simultaneously existing Cantilever Beams fixation and asked with the cooperation of upright bar there is also illusive
Topic.
Summary of the invention
Cause deviation for above-mentioned scaffold first floor upright bar position movement existing in the prior art, it is whole to reduce scaffold
Body stability problem, the purpose of the utility model is to provide a kind of adjustable overhanging types with steel pipe positioning function
Scaffolding structure.
To achieve the goals above, the utility model adopts the following technical solution:
A kind of adjustable overhanging type scaffolding structure with positioning device, including one end are fixedly arranged on building floor
Cantilever Beams, the other end of Cantilever Beams is pierced by and perpendicular to the exterior wall of building, on one end that Cantilever Beams stretch out exterior wall
It is provided perpendicular to the upright bar of Cantilever Beams, the bottom plate that width is greater than Cantilever Beams is consolidated on the Cantilever Beams below upright bar, it is described
Interior orientation direction steel disc and outer positioning section of jurisdiction are vertically equipped on bottom plate, the interior orientation direction steel disc is located at the interior of outer positioning section of jurisdiction
Portion, the outer positioning section of jurisdiction include positioning section of jurisdiction outside first outside positioning section of jurisdiction and second, and vertical rod sleeve is mounted in outer positioning section of jurisdiction and interior
Between orientation direction steel disc, the lower end of upright bar is contacted with plate upper surface.
Further, the outer positioning section of jurisdiction is arc；Interior orientation direction steel disc is cruciform shape, X X-shape or rice
Font；
Further, the internal diameter of the outer positioning section of jurisdiction is greater than the outer diameter of upright bar；The root of the interior orientation direction steel disc
It is in that the outer diameter of circle is less than the internal diameter of upright bar.
Further, the diameter of a circle that the interior orientation direction steel disc is in is gradually increased from top to root.
Further, the interior orientation direction steel disc is divided into upper and lower part, and interior orientation direction steel disc top is in circle
Diameter is gradually increased from top on the direction of root, and the be in diameter of a circle in interior orientation direction steel disc lower part and top peripheral are in circle
Maximum gauge it is equal.
Further, the height of the outer positioning section of jurisdiction is 15cm~20cm, and the height of interior orientation direction steel disc is more fixed than outer
The position high 3cm~5cm in section of jurisdiction.
Further, stiffener is equipped with around the outer positioning section of jurisdiction.
Further, Cantilever Beams are the beams that cross section is I-shaped；The cross section of the bottom plate is C-shaped, and width is greater than outstanding
The width of outrigger top flange, the bottom plate are wrapped in the top flange surface of Cantilever Beams, the inner left wall and Cantilever Beams upper limb of bottom plate
The distance in the left side of edge is 5mm~10mm, and the right side inner wall of bottom plate is 5mm~8mm at a distance from the right side of Cantilever Beams top flange,
The inside of the bottom of bottom plate is 1mm~2mm at a distance from the lower surface of Cantilever Beams top flange.
Further, bottom plate parallel with the lower surface of the top flange of Cantilever Beams on the inside of the left-half of the bottom base plate
, the surface right half part of bottom base plate on the inside of not parallel with the lower surface of the top flange of Cantilever Beams on the inside of the right half part of bottom
It is furnished with anti-slop serrations.
Further, the side of the exterior wall of the separate building of the upright bar is equipped with drawknot plate, and drawknot plate directly consolidates
On Cantilever Beams, drawknot plate is equipped with the drawknot hole of bottom plate, is fixed with wirerope in drawknot hole, the other end of wirerope is fastened on
In exterior wall, the angle between wirerope and Cantilever Beams is 45~55 °；Wirerope is equipped with the gaily decorated basket of adjustment wire rope tightness
Bolt.
Compared with prior art, the application has the beneficial effect that:
1, Cantilever Beams described in the utility model are the brace foundations of entire scaffolding structure, and the other end passes through exterior wall,
For building scaffold；By the way that outer positioning section of jurisdiction and interior orientation direction steel disc is arranged, can accurately control upright bar inside and
Outer fix avoids the larger difference in traditional reinforcing bar positioning fixation due to reinforcing bar outer diameter and upright bar internal diameter, upright bar is caused to exist
The random displacement to all directions on spacer bar reduces asking for scaffold upright rod deviation as caused by manually fixing
Topic, improves the installation accuracy of upright bar, reduces the initial imperfection of scaffold building, ensure that the stability of scaffold entirety；
Outer positioning section of jurisdiction and interior orientation direction steel disc are located on bottom plate simultaneously, without with welding spacer bar on Cantilever Beams, open up spiral shell
Keyhole etc., structure is simpler, improves disassembly efficiency；The utility model ensure that quick and easy for installation, and positioning accuracy is higher,
Safety is more excellent, and stability is good, facilitates construction, reduces the advantages that cost, is conducive to promote and apply on a large scale；
2, the utility model using reserved gap can make bottom plate along Cantilever Beams top flange slide to adjust upright bar with
Between upright bar, upright bar is at a distance from wall；The top flange of the bottom plate and Cantilever Beams increases mechanical snap by anti-slop serrations and makees
With composition locking structure；
3, the utility model effectively disperses to overhang beam stress by wirerope, keeps overall structure stronger.
Detailed description of the invention
Fig. 1 is the overall structure diagram of the utility model；
Fig. 2 is the top view of part A in Fig. 1；
Fig. 3 is the left view of part A in Fig. 1；
Figure label represents: 1- exterior wall, 2- floor, 3-U shape card, 4- wirerope, 5- crossbeam, 6- upright bar, 7- Cantilever Beams,
8- flower basket bolt, 9- stiffener, 10- bottom plate, 11- drawknot plate, 12- drawknot hole, 13- position section of jurisdiction outside, position outside 131- first
Section of jurisdiction, 132- second position section of jurisdiction, orientation direction steel disc in 14-, 15- anti-slop serrations outside.
Specific embodiment
In the present invention, in the absence of explanation to the contrary, " left and right " refers respectively to direction figure in respective drawings
The left and right direction in face, " upper and lower " refer respectively to be directed toward the upper and lower direction of drawing in respective drawings.
As shown in Figure 1, this application provides a kind of adjustable overhanging type scaffolding structures with positioning device, including
One end is fixedly arranged at the Cantilever Beams 7 on building floor 2, and the other end of Cantilever Beams 7 is pierced by and perpendicular to the exterior wall of building 1,
The upright bars 6 of Cantilever Beams 7 is provided perpendicular on one end that Cantilever Beams 7 stretch out exterior wall 1, on the Cantilever Beams 7 below upright bar 6
It is consolidated with the bottom plate 10 that width is greater than Cantilever Beams 7, is vertically equipped with interior orientation direction steel disc 14 and outer positioning pipe on the bottom plate 10
Piece 13, the interior orientation direction steel disc 14 are located at the inside of outer positioning section of jurisdiction 13, and the outer positioning section of jurisdiction 13 includes fixed outside first
Section of jurisdiction 132 is positioned outside position section of jurisdiction 131 and second, upright bar 6 is sleeved between outer positioning section of jurisdiction 13 and interior orientation direction steel disc 14, is stood
The lower end of bar 6 is contacted with 10 upper surface of bottom plate.
Cantilever Beams 7 described in the utility model are the brace foundations of entire scaffolding structure, and the other end passes through exterior wall 1,
For building scaffold；By positioning guiding tube piece 14 and outer positioning steel disc 13 in being arranged, the interior of upright bar 6 can be accurately controlled
Side and outer fix avoid the larger difference in traditional reinforcing bar positioning fixation due to 6 internal diameter of reinforcing bar outer diameter and upright bar, cause to stand
The random displacement to all directions on spacer bar of bar 6 reduces the deviation as caused by manually fixing of scaffold upright rod 6
The problem of, the installation accuracy of upright bar 6 is improved, the initial imperfection of scaffold building is reduced, ensure that the steady of scaffold entirety
It is qualitative；Simultaneously in positioning guiding tube piece 14 and outer positioning steel disc 13 be located on bottom plate 10, without on Cantilever Beams 7 welding positioning
Reinforcing bar opens up bolt hole etc., and structure is simpler, improves disassembly efficiency.
Specifically, the outer positioning section of jurisdiction 13 is arc；Interior orientation direction steel disc 14 be cruciform shape, X X-shape or
Rice font；Upright bar 6 described in which, which is mounted on outside first, positions the outer fixed of the composition of section of jurisdiction 132 outside positioning section of jurisdiction 131 and second
Between position section of jurisdiction 13, interior orientation direction steel disc 14,6 lower end of upright bar is contacted with 10 upper surface of bottom plate, i.e. upright bar 6 is inserted into bottom, with
Outer positioning section of jurisdiction 13, interior orientation direction steel disc 14 tightly cooperate, and 6 radial force of upright bar is enable to be directly delivered on bottom plate 10；Simultaneously
Bottom plate 10 has effectively dispersed power axial between upright bar 6 and outer positioning section of jurisdiction 13, interior orientation direction steel disc 14, makes upright bar 6 more
Add firm, which can effectively control the position of 6 inner and outer of upright bar, ensure that the installation accuracy of upright bar 6.
Specifically, the internal diameter of the outer positioning section of jurisdiction 13 is greater than 6 outer diameter of upright bar, the two difference is less than 0.5mm；It is described default
The root of position guidance steel disc 14 is in that the outer diameter of circle is less than 6 internal diameter of upright bar, and the two difference is less than 0.5mm；Which makes upright bar 6
It is radial not generate offset, it is easy for installation, quick, and have the smallest gap, it avoids since gap is too small, upright bar 6 is processed
Burr and foreign materials away lead to difficult installation question.
Preferably, the be in diameter of a circle of the interior orientation direction steel disc 14 is gradually increased from top to root；Which energy
Enough make upright bar 6 easy for installation, quick, it is ensured that the radial direction of upright bar 6 does not generate offset.
Preferably, the interior orientation direction steel disc 14 divides for upper and lower part, and interior 14 top of orientation direction steel disc is in circle
Diameter be gradually increased from top on the direction of root, the be in diameter of a circle in interior 14 lower part of orientation direction steel disc and top are in justify
Maximum gauge it is equal, which can make upright bar 6 easy for installation, quick, it is ensured that the radial direction of upright bar 6 does not generate offset, makes to stand
The fixed effect of bar 6 is more preferable.
Preferably, welding manner connection is all made of between outer positioning section of jurisdiction 13, interior orientation direction steel disc 14 and bottom plate 10；It is logical
Crossing welding keeps the fixed structure intensity between outer positioning section of jurisdiction 13 and bottom plate 10, interior orientation direction steel disc 14 and bottom plate 10 high, weldering
Pad falls in outer 13 outside of positioning section of jurisdiction and 10 contact position of bottom plate as far as possible when connecing, and prevents pad from influencing the insertion of upright bar 6.Such as
There are the influences such as pad, sundries to prevent 6 lower end of upright bar from completely falling on 10 upper surface of bottom plate, then it is powerful above upright bar 6
Pressure under can lead to upright bar 6 generate sliding, fine motion situations such as, influence the safety of scaffold entirety.Welding position can lead to
Cross it is pre-designed accurately positioned, it is outer positioning section of jurisdiction 13, interior orientation direction steel disc 14 material can be added by steel pipe or steel plate
Work obtains.
Specifically, the height of the outer positioning section of jurisdiction 13 is 15cm~20cm, the height of interior orientation direction steel disc 14 is than outer
It is 3cm~5cm high to position section of jurisdiction 13；Which avoids the too high firm welding degree for influencing its bottom in outer positioning section of jurisdiction 13, too
The low situation for keeping local stress suffered by upright bar 6 and outer positioning section of jurisdiction 13 excessive occurs；The height of interior orientation direction steel disc 14 is than outer
Positioning 13 height of section of jurisdiction can quickly be such that upright bar 6 is mounted between outer positioning section of jurisdiction 13 and interior orientation direction steel disc 14, to improve
Construction efficiency reduces worker's operating risk.
Specifically, being equipped with stiffener 9 around the outer positioning section of jurisdiction 13；Preferably, the stiffener 9 is right-angled trapezium,
Two right-angle sides of stiffener 9 are fixed on the side of outer positioning section of jurisdiction 13 and bottom plate 10 using welding manner respectively.It should
Mode can eliminate the power generated when outer positioning section of jurisdiction 13 is moved by 6 entirety of upright bar, internal orientation direction steel disc 14
Play the role of putting more energy into, the radial tolerance of stiffener 9 is largely enhanced by the way of welding.
Specifically, Cantilever Beams 7 are the beams that cross section is I-shaped；The cross section of the bottom plate 10 is C-shaped, and width is greater than outstanding
The width of 7 top flange of outrigger, the bottom plate 10 are wrapped in the top flange surface of Cantilever Beams 7, the inner left wall and overhanging of bottom plate 10
The distance in the left side of the top flange of beam 7 is 5mm~10mm, the right side of the top flange of the right side inner wall and Cantilever Beams 7 of bottom plate 10
Distance is 5mm~8mm, and the bottom of bottom plate 10 is 1mm~2mm at a distance from the lower surface of Cantilever Beams top flange；Which passes through
Between bottom plate 10 and Cantilever Beams 7 preset clearance can make bottom plate 10 along the edge of a wing it is smooth slide；10 inboard width of bottom plate is greater than
The width of 7 top flange of Cantilever Beams, convenient for the installation and fixation of bottom plate 10.
Specifically, as shown in figure 3, flat with the lower surface of the top flange of Cantilever Beams 7 on the inside of the left-half of 10 bottom of bottom plate
The right half part inside of row, 10 bottom of bottom plate is not parallel with the lower surface of the top flange of Cantilever Beams 7, makes right the half of 10 bottom of bottom plate
Gap between 7 top flange of sections inner side and Cantilever Beams is in contraction-like；Surface on the inside of the right half part of 10 bottom of bottom plate is furnished with
Anti-slop serrations 15, the bottom plate 10 have reached mechanical snap effect by anti-slop serrations 15 with Cantilever Beams 7, have constituted locking structure；Work as bottom
Plate 10 slides into behind corresponding position and taps the side that bottom plate 10 is furnished with 15 side of anti-slop serrations using hammer, make bottom plate 10 to the left or
Finite displacement is generated to the right, and the top flange of Cantilever Beams 7 is engaged locked bottom plate 10 by anti-slop serrations 15, achievees the effect that fixed；It tears open
The side that percussion bottom plate 10 is not furnished with 15 side of anti-slop serrations when unloading dismantle its loosening can；Bottom plate 10 on same root Cantilever Beams
In anti-slop serrations or adjacent Cantilever Beams 7 on same position bottom plate 10 in anti-slop serrations 15 need interlaced arrangement, as same root overhang
First piece of 10 anti-slop serrations 15 of bottom plate is arranged in the left side of Cantilever Beams 7 on beam, and the anti-slop serrations 15 of second piece of bottom plate 10 are arranged in overhanging
The right side of beam 7 overcomes unilateral locked defect with this.
Specifically, 1 side of exterior wall of the separate building of the upright bar 6 is equipped with drawknot plate 11, drawknot plate 11 is directly solid
For knot on Cantilever Beams 7, drawknot plate 11 is equipped with the drawknot hole 12 of bottom plate 10, is fixed with wirerope 4, wirerope 4 in drawknot hole 12
The other end be fastened in exterior wall 1, the angle between wirerope 4 and Cantilever Beams 7 is 45~55 °；Wirerope 4 is equipped with adjustment
The flower basket bolt 8 of 4 elasticity of wirerope；Preferably, the drawknot plate 11 is arc-shaped.Which is effectively divided by wirerope 4
7 stress of Cantilever Beams is dissipated, keeps overall structure stronger；Drawknot plate 12 is also the limit plate of bottom plate 10 simultaneously, limitation bottom plate 10
Shift position range.
Specifically, the upright bar 6 is arranged in parallel at least two, consolidated between upright bar 6 by crossbeam 5；It is overlapped on upright bar 6
More upright bars 6, constitute scaffold.
Specifically, the Cantilever Beams 7 stretch out the part of exterior walls of buildings body 1 and do not extend out part ratio be 1:2~
2.5, Cantilever Beams 7 play the role of lever under which, can carry the weight of scaffold to greatest extent.
Specifically, one end that the Cantilever Beams 7 do not extend out exterior walls of buildings body 1 is fixed on floor 2 by U-shaped card 3, institute
Stating U-shaped card 3 uses diameter to be made of 25mm reinforcing bar；Cantilever Beams 7 and floor 2 are made to achieve the effect that fastening by U-shaped card 3.
Preferably, the bottom plate 10 is made of high strength steel, and the high strength steel refers to that type of steels is more than or equal to
The steel of Q235；Which increases 10 stress intensity of bottom plate.
Preferably, the outer positioning section of jurisdiction 13 is using the steel pipe of the high strength steel with upright bar 6 with diameter along elongated direction one
Carried out after being divided into two it is expanding obtain, which can facilitate acquisition is outer to position section of jurisdiction 13.
Claims (10)
1. a kind of adjustable overhanging type scaffolding structure with steel pipe positioning device, including one end are fixedly arranged at building floor
(2) Cantilever Beams (7) on, the other end of Cantilever Beams (7) are pierced by and perpendicular to the exterior wall of building (1), stretch in Cantilever Beams (7)
The upright bar (6) of Cantilever Beams (7) is provided perpendicular on one end of exterior wall (1) out, which is characterized in that below upright bar (6)
It is consolidated with the bottom plate (10) that width is greater than Cantilever Beams (7) on Cantilever Beams (7), is vertically equipped with interior orientation direction on the bottom plate (10)
Steel disc (14) and outer positioning section of jurisdiction (13), the interior orientation direction steel disc (14) is located at the inside of outer positioning section of jurisdiction (13), described
Outer positioning section of jurisdiction (13) includes positioning section of jurisdiction (132) outside positioning section of jurisdiction (131) and second outside first, and it is outer fixed that upright bar (6) is sleeved on
Between position section of jurisdiction (13) and interior orientation direction steel disc (14), the lower end of upright bar (6) is contacted with bottom plate (10) upper surface.
2. adjustable overhanging type scaffolding structure with steel pipe positioning device as described in claim 1, which is characterized in that
The outer positioning section of jurisdiction (13) is arc；The interior orientation direction steel disc (14) is cruciform shape, X X-shape or M shape.
3. adjustable overhanging type scaffolding structure with steel pipe positioning device as described in claim 1, which is characterized in that
The internal diameter of outer positioning section of jurisdiction (13) is greater than the outer diameter of upright bar (6)；The root of the interior orientation direction steel disc (14) is in circle
Outer diameter be less than upright bar (6) internal diameter.
4. adjustable overhanging type scaffolding structure with steel pipe positioning device as claimed in claim 3, which is characterized in that
The be in diameter of a circle of the interior orientation direction steel disc (14) is gradually increased from top to root.
5. adjustable overhanging type scaffolding structure with steel pipe positioning device as claimed in claim 2, which is characterized in that
The interior orientation direction steel disc (14) is divided into upper and lower part, and the be in diameter of a circle in interior orientation direction steel disc (14) top is by top
It is gradually increased on the direction of root, the be in diameter of a circle in interior orientation direction steel disc (14) lower part and top are in round maximum gauge
It is equal.
6. adjustable overhanging type scaffolding structure with steel pipe positioning device as described in claim 1, which is characterized in that
The height of outer positioning section of jurisdiction (13) is 15cm~20cm, and the height of interior orientation direction steel disc (14) is than outer positioning section of jurisdiction (13)
High 3cm~5cm.
7. adjustable overhanging type scaffolding structure with steel pipe positioning device as described in claim 1, which is characterized in that
Stiffener (9) are equipped with around the outer positioning section of jurisdiction (13).
8. adjustable overhanging type scaffolding structure with steel pipe positioning device as described in claim 1, which is characterized in that
Cantilever Beams (7) are the beams that cross section is I-shaped；The cross section of the bottom plate (10) is C-shaped, and width is greater than Cantilever Beams (7) upper limb
The width of edge, the bottom plate (10) are wrapped in the top flange surface of Cantilever Beams (7), the inner left wall and Cantilever Beams of bottom plate (10)
(7) distance in the left side of top flange is 5mm~10mm, the right side of the right side inner wall and Cantilever Beams (7) top flange of bottom plate (10)
Distance is 5mm~8mm, and the inside of the bottom of bottom plate (10) is 1mm~2mm at a distance from the lower surface of Cantilever Beams top flange.
9. adjustable overhanging type scaffolding structure with steel pipe positioning device as claimed in claim 8, which is characterized in that
It is parallel with the lower surface of top flange of Cantilever Beams (7) on the inside of the left-half of bottom plate (10) bottom, bottom plate (10) bottom
, the table right half part of bottom plate (10) bottom on the inside of not parallel with the lower surface of the top flange of Cantilever Beams (7) on the inside of right half part
Face is furnished with anti-slop serrations (15).
10. adjustable overhanging type scaffolding structure with steel pipe positioning device as described in claim 1, feature exist
In the side of the exterior wall (1) of the separate building of the upright bar (6) is equipped with drawknot plate (11), and drawknot plate (11) directly consolidates
On Cantilever Beams (7), drawknot plate (11) is equipped with the drawknot hole (12) of bottom plate (10), and drawknot hole is fixed with wirerope on (12)
(4), the other end of wirerope (4) is fastened in exterior wall (1), and the angle between wirerope (4) and Cantilever Beams (7) is 45~
55°；Wirerope (4) is equipped with the flower basket bolt (8) of adjustment wirerope (4) elasticity.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822009478.7U CN209620550U (en) | 2018-11-30 | 2018-11-30 | A kind of adjustable overhanging type scaffolding structure with steel pipe positioning function |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822009478.7U CN209620550U (en) | 2018-11-30 | 2018-11-30 | A kind of adjustable overhanging type scaffolding structure with steel pipe positioning function |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209620550U true CN209620550U (en) | 2019-11-12 |
Family
ID=68444821
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822009478.7U Expired - Fee Related CN209620550U (en) | 2018-11-30 | 2018-11-30 | A kind of adjustable overhanging type scaffolding structure with steel pipe positioning function |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209620550U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114182936A (en) * | 2021-12-27 | 2022-03-15 | 中国铁道科学研究院集团有限公司 | Construction method of scaffold for slope of ultra-high steep rock slope |
| CN114182935A (en) * | 2021-12-27 | 2022-03-15 | 中国铁道科学研究院集团有限公司 | Construction method of integral scaffold for ultra-high steep rock slope |
| CN114215320A (en) * | 2021-12-27 | 2022-03-22 | 中国铁道科学研究院集团有限公司 | Ground scaffold structure for ultra-high steep rock slope |
| CN115613798A (en) * | 2022-10-27 | 2023-01-17 | 北京房地集团有限公司 | Mounting structure and mounting method for cantilever beam of cantilever scaffold |
-
2018
- 2018-11-30 CN CN201822009478.7U patent/CN209620550U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114182936A (en) * | 2021-12-27 | 2022-03-15 | 中国铁道科学研究院集团有限公司 | Construction method of scaffold for slope of ultra-high steep rock slope |
| CN114182935A (en) * | 2021-12-27 | 2022-03-15 | 中国铁道科学研究院集团有限公司 | Construction method of integral scaffold for ultra-high steep rock slope |
| CN114215320A (en) * | 2021-12-27 | 2022-03-22 | 中国铁道科学研究院集团有限公司 | Ground scaffold structure for ultra-high steep rock slope |
| CN114182936B (en) * | 2021-12-27 | 2023-02-10 | 中国铁道科学研究院集团有限公司 | Construction method of scaffold for slope of ultra-high steep rock slope |
| CN115613798A (en) * | 2022-10-27 | 2023-01-17 | 北京房地集团有限公司 | Mounting structure and mounting method for cantilever beam of cantilever scaffold |
| CN115613798B (en) * | 2022-10-27 | 2023-10-03 | 北京房地集团有限公司 | Mounting structure and mounting method of cantilever beam of cantilever scaffold |
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