CN216516799U - Corner inner vertical rod unit of attached lifting scaffold - Google Patents
Corner inner vertical rod unit of attached lifting scaffold Download PDFInfo
- Publication number
- CN216516799U CN216516799U CN202122822520.9U CN202122822520U CN216516799U CN 216516799 U CN216516799 U CN 216516799U CN 202122822520 U CN202122822520 U CN 202122822520U CN 216516799 U CN216516799 U CN 216516799U
- Authority
- CN
- China
- Prior art keywords
- corner
- scaffold
- scaffold board
- vertical rod
- rod
- 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.)
- Active
Links
- 229910000831 Steel Inorganic materials 0.000 claims description 7
- 210000001503 joint Anatomy 0.000 claims description 7
- 239000010959 steel Substances 0.000 claims description 7
- 238000009434 installation Methods 0.000 description 13
- 238000005516 engineering process Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 230000002146 bilateral effect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000002994 raw material Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 238000007792 addition Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 230000009194 climbing Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Images
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses an attached lifting scaffold corner inner upright rod unit which comprises a first scaffold plate and a second scaffold plate, wherein the first scaffold plate and the second scaffold plate are both provided with a plurality of layers and are distributed in a multilayer mode along the vertical direction, the adjacent first scaffold plate and the second scaffold plate are spliced in an angle of 90 degrees, a first corner inner upright rod is arranged at the joint of the first scaffold plate and the second scaffold plate, the side surface of the corner inner upright rod, which is deviated from the first scaffold plate and the second scaffold plate, is detachably connected with an overhanging scaffold plate, and a second corner inner upright rod is arranged at one corner of the overhanging scaffold plate, which is opposite to the first corner inner upright rod. According to the utility model, the first truss pull rod and the second truss pull rod which are positioned at two sides of the corner of the frame body are connected into a whole by installing the corner inner vertical rod, and when the overhanging scaffold board is arranged at the corner, the corner inner vertical rod can be arranged at the connecting part of the first scaffold board and the second scaffold board at any position.
Description
Technical Field
The utility model belongs to the field of building construction, relates to an attached scaffold technology, and particularly relates to an attached lifting scaffold corner inner vertical rod unit.
Background
The attached lifting scaffold equipment is a novel scaffold technology which is rapidly developed in the early century, and has important influence on the progress of construction technology in China. It becomes the low place operation with the eminence operation, becomes the inside operation of support body with unsettled operation, has apparent low carbon nature, high-tech content and characteristics such as more economic, safer, more convenient. The attached lifting scaffold is an outer scaffold which is erected at a certain height, attached to an engineering structure, capable of climbing or descending layer by layer along with the engineering structure by virtue of self lifting equipment and devices and provided with an anti-overturning and anti-falling device; the attached lifting scaffold mainly comprises an attached lifting scaffold frame body structure, an attached support, an anti-tilting device, an anti-falling device, a lifting mechanism, a control device and the like.
Current scaffold frame often adopts round steel and buckle concatenation to form, and support body self weight is too high, and when the scaffold board of encorbelmenting was installed to the corner inboard, the corner inboard stand can't be installed, and support body structural stability is not enough. Therefore, the person skilled in the art now provides an inner vertical rod unit for a corner of an attached lifting scaffold, so as to solve the following technical problems:
1. the conventional attached lifting scaffold is a part of a scaffold body which is easy to deform at a corner, the scaffold body improves the overall stability of the scaffold body by arranging a plurality of truss pull rods, but after a corner inner vertical rod is arranged on the inner side of the corner of the scaffold body, horizontal truss pull rods on two sides of the corner can only be connected with the corner inner vertical rod into a whole on one side, and the optimal installation modulus of the horizontal truss pull rod on the other side is limited;
2. when the conventional scaffold is provided with the scaffold board which is cantilevered outwards on the inner side of the corner, the inner upright rod of the corner cannot be installed, different installation environments cannot be better and properly arranged, and the installation form is single;
3. when the conventional scaffold is provided with corner vertical rods at the positions of the adjacent edges of the internal corners and the external corners of the internal edge lines, the number of the internal corners and the external corners is large, and the dead weight of the scaffold can be increased when the installation is carried out by arranging the vertical rods in the corners.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide an attached type lifting scaffold corner inner vertical rod unit with a stable structure.
In order to achieve the purpose, the utility model provides the following technical scheme:
the utility model provides a pole setting unit in inserted lift scaffold corner, includes first scaffold board and second scaffold board, first scaffold board with the second scaffold board all has a plurality ofly and distributes along vertical direction multilayer, and is adjacent first scaffold board with the second scaffold board is 90 concatenations first scaffold board with the junction of second scaffold board is provided with pole setting in the first corner, the pole setting deviates from in the corner first scaffold board with the side of second scaffold board can be dismantled and be connected with the scaffold board of encorbelmenting, the scaffold board of encorbelmenting with the one corner that the pole setting is relative in the first corner is provided with pole setting in the second corner.
As a still further scheme of the utility model: the utility model discloses a scaffold board, including first corner, second corner, connecting hole, first corner, pole setting in the first corner with pole setting symmetry install in the second corner in the pole setting symmetry in the cantilever scaffold board two opposite angles, in the first corner the pole setting with the pole setting is 90 angle steel and bilateral symmetry equidistance of middle fifty percent discount and has seted up a plurality of connecting holes in the second corner, in the first corner the pole setting pass through both sides the connecting hole respectively with first scaffold board with the connection can be dismantled to the second scaffold board.
As a still further scheme of the utility model: the utility model discloses a scaffold board, including the first corner, the second corner is provided with a plurality of in the first corner pole setting with be provided with between the pole setting in the second corner a plurality of the scaffold board connection of encorbelmenting, it is a plurality of the scaffold board of encorbelmenting just with both sides along vertical direction multilayer distribution first scaffold board with the second scaffold board is in same horizontal plane, pole setting in the first corner with the top welding of pole setting in the second corner has the joint board, the butt joint hole has been seted up to joint board both sides, the butt joint hole is used for connecting between two upper and lower units pole setting in the first corner with pole setting in the second corner.
As a still further scheme of the utility model: first scaffold board with interconnection pole and outer joint pole are all installed to the both sides of second scaffold board, the interconnection pole is located first scaffold board with one side that the second scaffold board is close to the wall body, the external corner pole setting is installed to the outside corner of first scaffold board.
As a still further scheme of the utility model: the interior connecting rod with install many spinal branchs vaulting pole between the outer connecting rod, the bracing piece is level or slope setting.
As a still further scheme of the utility model: and a first truss pull rod and a second truss pull rod are obliquely arranged between the upper first scaffold board and the lower first scaffold board in the vertical direction, two ends of the first truss pull rod are respectively connected with the bottom end of the external corner vertical rod and the outer connecting rod, and two ends of the second truss pull rod are respectively connected with the bottom end of the first corner inner vertical rod and the inner connecting rod.
Compared with the prior art, the utility model has the beneficial effects that: the first truss pull rod and the second truss pull rod which are positioned on two sides of the corner of the frame body are connected into a whole by installing the first corner inner upright rod, and meanwhile, when the overhanging scaffold board is arranged at the corner, the first corner inner upright rod can be installed at the joint of the first scaffold board and the second scaffold board at any position, so that the installation under proper different conditions is realized, the safety protection on two sides of the first scaffold board and the second scaffold board and the stability of the frame body are effectively enhanced, different installation environment requirements can be met, the installation mode is diversified, and the installation and the disassembly are convenient; the 90-degree angle steel is used as a raw material, so that when the requirement of bearing capacity in load can be met, materials can be saved, and the dead weight is reduced.
Drawings
In order to facilitate understanding for those skilled in the art, the present invention will be further described with reference to the accompanying drawings.
Fig. 1 is an overall structure diagram of an attached lifting scaffold corner inner upright rod unit;
figure 2 is a block diagram of the first corner inner upright and the second corner inner upright.
In the figure: 1. an external corner upright rod; 2. a first corner inner upright rod; 3. a second corner inner upright rod; 4. a first scaffold board; 5. a second scaffold board; 6. an inner connecting rod; 7. an outer connecting rod; 8. a support bar; 9. a first truss brace; 10. a second truss brace; 11. cantilever scaffold boards; 12. a joint plate; 13. a butt joint hole; 14. and connecting the holes.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is described in further detail below with reference to the accompanying drawings and embodiments. It should be understood that the detailed description and specific examples, while indicating the preferred embodiment of the utility model, are intended for purposes of illustration only and are not intended to limit the scope of the utility model. The components of embodiments of the present invention generally described and illustrated in the figures herein may be arranged and designed in a wide variety of different configurations.
Thus, the following detailed description of the embodiments of the present invention, presented in the figures, is not intended to limit the scope of the utility model, as claimed, but is merely representative of selected embodiments of the utility model. All other embodiments, which can be derived by a person skilled in the art from the embodiments of the present invention without making any creative effort, shall fall within the protection scope of the present invention.
Example (b): the utility model provides an inserted lift scaffold frame corner inner upright rod unit, combine figure 1 and figure 2 to know, including first scaffold board 4 and second scaffold board 5, first scaffold board 4 and second scaffold board 5 all have a plurality ofly and respectively along vertical direction multilayer distribution, adjacent first scaffold board 4 and second scaffold board 5 are 90 splices, be provided with pole 2 in first corner in the junction of first scaffold board 4 and second scaffold board 5, pole 2 has seted up a plurality of connecting holes 14 for 90 angle steel and the bilateral symmetry equidistance of centre fifty percent discount in the first corner, effectively alleviate the whole weight of support body, pole 2 is detachable connections with first scaffold board 4 and second scaffold board 5 respectively through connecting hole 14 of both sides in the first corner, preferably install with fastening bolt.
Further, an inner connecting rod 6 and an outer connecting rod 7 are installed on two sides of each of the first scaffold board 4 and the second scaffold board 5, the inner connecting rod 6 is located on one side, close to the wall body, of each of the first scaffold board 4 and the second scaffold board 5, the outer connecting rod 7 is located on one side, far away from the wall body, of each of the first scaffold board 4 and the second scaffold board 5, an outer corner vertical rod 1 is installed at an outer corner of each of the first scaffold board 4, the outer corner vertical rod 1 can be selected from angle steel identical to the inner vertical rod 2 in the first corner and used for connecting the first scaffold boards 4 in the vertical direction, the inner connecting rod 6 and the outer connecting rod 7 are connected with the first scaffold board 4 and the second scaffold board 5 in the upper and lower directions in the vertical direction, as shown in fig. 1, in the embodiment, the number of the first scaffold board 4 and the second scaffold board 5 is two.
Preferably, install many spinal branchs vaulting pole 8 between in-connection pole 6 and the outer connecting rod 7, bracing piece 8 can be the level or the slope sets up, can adjust the quantity of bracing piece 8 according to actual conditions during the field installation to strengthen the overall stability of support body.
Preferably, the side of the inner vertical rod of the corner, which deviates from the first scaffold board 4 and the second scaffold board 5, is detachably connected with an overhanging scaffold board 11, the overhanging scaffold board 11 is provided with a second inner vertical rod 3 at one corner opposite to the first inner vertical rod 2 of the corner, the first inner vertical rod 2 and the second inner vertical rod 3 of the corner are symmetrically arranged at two opposite corners of the overhanging scaffold board 11, the material and the structure of the second inner vertical rod 3 of the corner are completely the same as those of the first inner vertical rod 2 of the corner, a plurality of overhanging scaffold boards 11 are arranged between the first inner vertical rod 2 of the corner and the second inner vertical rod 3 of the corner for connection, and the overhanging scaffold boards 11, first scaffold board 4 and second scaffold board 5 all are connected with pole 2 in the first corner, and the quantity of the scaffold board 11 of encorbelmenting is the same with first scaffold board 4 and distributes along vertical direction multilayer, and the scaffold board 11 of encorbelmenting of every layer all is in same horizontal plane in first scaffold board 4 and second scaffold board 5 of both sides.
Preferably, the top welding of pole 2 in the first corner and pole 3 in the second corner has a joint plate 12, and butt joint hole 13 has been seted up to joint plate 12 both sides, and pole 2 in the first corner and pole 3 in the second corner between two units about butt joint hole 13 is used for connecting make things convenient for the removal and the dismantlement of inserted lift scaffold, strengthen the joint strength of junction simultaneously.
Preferably, a first truss pull rod 9 and a second truss pull rod 10 are obliquely arranged between the upper first scaffold board 4 and the lower first scaffold board 5 in the vertical direction, two ends of the first truss pull rod 9 are respectively connected with the bottom end of the external corner upright rod 1 and the outer connecting rod 7, two ends of the second truss pull rod 10 are respectively connected with the bottom end of the first corner inner upright rod 2 and the inner connecting rod 6, the first truss pull rods 9 on two sides of the first corner inner upright rod 2 are connected with two connecting holes 14 in the first corner inner upright rod 2, the two connecting holes are bilaterally symmetrical, and the overall stability of the frame body is further enhanced.
In summary, the first truss pull rod 9 and the second truss pull rod 10 which are positioned at two sides of the corner of the frame body are connected into a whole through the first corner inner upright rod 2, and meanwhile, when the overhanging scaffold board 11 is arranged at the corner, the first corner inner upright rod 2 can be arranged at the connecting part of the first scaffold board 4 and the second scaffold board 5 at any position, so that the installation under proper different conditions is realized, the safety protection of two sides of the first scaffold board 4 and the second scaffold board 5 and the stability of the frame body are effectively enhanced, different installation environment requirements can be met, the installation mode is diversified, and the installation and the disassembly are convenient; the 90-degree angle steel is used as a raw material, so that when the requirement of bearing capacity in load can be met, materials can be saved, and the dead weight is reduced.
The foregoing is merely exemplary and illustrative of the present invention, and various modifications, additions and substitutions of the specific embodiments described herein may be made by those skilled in the art without departing from the scope of the utility model as defined in the accompanying claims.
Claims (6)
1. The utility model provides a pole setting unit in inserted lift scaffold corner, includes first scaffold board (4) and second scaffold board (5), its characterized in that, first scaffold board (4) with second scaffold board (5) all have a plurality ofly and all distribute along vertical direction multilayer, and are adjacent first scaffold board (4) with second scaffold board (5) are 90 splices first scaffold board (4) with the junction of second scaffold board (5) is provided with pole setting (2) in the first corner, pole setting (2) deviate from in the first corner first scaffold board (4) with the side of second scaffold board (5) can be dismantled and be connected with cantilever scaffold board (11), cantilever scaffold board (11) with pole setting (2) relative one corner is provided with pole setting (3) in the second corner in the first corner.
2. The corner inner vertical rod unit of the attached lifting scaffold as claimed in claim 1, wherein the first corner inner vertical rod (2) and the second corner inner vertical rod (3) are symmetrically installed at two opposite corners of the overhanging scaffold board (11), the first corner inner vertical rod (2) and the second corner inner vertical rod (3) are both 90 ° angle steel folded in half in the middle and are symmetrically provided with a plurality of connecting holes (14) at equal intervals at two sides, and the first corner inner vertical rod (2) is detachably connected with the first scaffold board (4) and the second scaffold board (5) through the connecting holes (14) at two sides.
3. The corner inner vertical rod unit of the attached lifting scaffold as claimed in claim 2, wherein a plurality of cantilever scaffold boards (11) are arranged between the first corner inner vertical rod (2) and the second corner inner vertical rod (3) and connected with each other, the cantilever scaffold boards (11) are distributed in a multi-layer manner along the vertical direction and are positioned on the same horizontal plane with the first scaffold board (4) and the second scaffold board (5) on both sides, the top ends of the first corner inner vertical rod (2) and the second corner inner vertical rod (3) are welded with joint boards (12), butt joint holes (13) are formed in both sides of the joint boards (12), and the butt joint holes (13) are used for connecting the first corner inner vertical rod (2) and the second corner inner vertical rod (3) between the upper unit and the lower unit.
4. The attached lifting scaffold corner inner upright unit according to claim 2, wherein the first scaffold board (4) and the second scaffold board (5) are provided with inner connecting rods (6) and outer connecting rods (7) on both sides, the inner connecting rods (6) are positioned on the side of the first scaffold board (4) and the second scaffold board (5) close to the wall, and the outer corner of the first scaffold board (4) is provided with an outer corner upright (1).
5. The corner inner vertical rod unit of an attached lifting scaffold according to claim 4, characterized in that a plurality of support rods (8) are installed between the inner connecting rod (6) and the outer connecting rod (7), and the support rods (8) are arranged horizontally or obliquely.
6. The corner inner vertical rod unit of the attached lifting scaffold according to claim 4, wherein a first truss draw rod (9) and a second truss draw rod (10) are obliquely arranged between the first scaffold plate (4) and the second scaffold plate (5) in the vertical direction, two ends of the first truss draw rod (9) are respectively connected with the bottom end of the outer corner vertical rod (1) and the outer connecting rod (7), and two ends of the second truss draw rod (10) are respectively connected with the bottom end of the first corner inner vertical rod (2) and the inner connecting rod (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122822520.9U CN216516799U (en) | 2021-11-18 | 2021-11-18 | Corner inner vertical rod unit of attached lifting scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122822520.9U CN216516799U (en) | 2021-11-18 | 2021-11-18 | Corner inner vertical rod unit of attached lifting scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216516799U true CN216516799U (en) | 2022-05-13 |
Family
ID=81530210
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122822520.9U Active CN216516799U (en) | 2021-11-18 | 2021-11-18 | Corner inner vertical rod unit of attached lifting scaffold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216516799U (en) |
-
2021
- 2021-11-18 CN CN202122822520.9U patent/CN216516799U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207844938U (en) | The telescopic boom device that climbs | |
| CN106930557B (en) | Conjoined structure building | |
| CN212927289U (en) | Tower body reinforcing device | |
| CN216516799U (en) | Corner inner vertical rod unit of attached lifting scaffold | |
| CN210238296U (en) | A large-scale tower crane attached wall space steel truss foundation | |
| CN207774658U (en) | A kind of elevator tower crane standard knot wall-attached frame | |
| CN212669031U (en) | Novel split type jib loading boom of tower machine | |
| CN104278830A (en) | Integral combined scaffold | |
| CN202164864U (en) | Holding pole equipped with detachable standard section | |
| CN112049464A (en) | Steel structure support frame for assembly type building | |
| CN208455949U (en) | The layer Steel Structure of Large-span Beam String Structure | |
| CN217948814U (en) | A single-column pier double hoop cover beam support | |
| CN218117127U (en) | A Bailey frame column head connector | |
| CN214527808U (en) | Novel super-long truss type tower crane attachment device | |
| CN213112298U (en) | Mast | |
| CN216918385U (en) | Ready-package tower crane with base reinforced structure | |
| CN222541978U (en) | A scaffolding wall support for cantilever structure | |
| CN221070779U (en) | Tower crane standard knot convenient to dismantle equipment | |
| CN221277359U (en) | Large-scale unsettled steel vestibule bed-jig structure | |
| CN223176894U (en) | Distribution type corridor ground connection structure | |
| CN214090901U (en) | Adjustable turnover type elevator shaft operating platform | |
| CN217756385U (en) | Standard knot of elevator | |
| CN219527370U (en) | Vertical rotating frame | |
| CN210914932U (en) | Lifting frame unit for construction site | |
| CN217840787U (en) | A frame structure elevator shaft operating platform |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |