CN210396071U - Intelligent all-steel attached lifting scaffold - Google Patents
Intelligent all-steel attached lifting scaffold Download PDFInfo
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- CN210396071U CN210396071U CN201920908147.9U CN201920908147U CN210396071U CN 210396071 U CN210396071 U CN 210396071U CN 201920908147 U CN201920908147 U CN 201920908147U CN 210396071 U CN210396071 U CN 210396071U
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- steel
- truss
- scaffold
- hoisting point
- vertical rod
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 80
- 239000010959 steel Substances 0.000 title claims abstract description 80
- 230000001681 protective effect Effects 0.000 claims description 12
- 238000004080 punching Methods 0.000 claims description 11
- 238000003466 welding Methods 0.000 claims description 9
- 238000004513 sizing Methods 0.000 claims description 8
- 238000009434 installation Methods 0.000 abstract description 9
- 238000010276 construction Methods 0.000 abstract description 8
- 230000007246 mechanism Effects 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 8
- 238000013461 design Methods 0.000 description 5
- 230000008569 process Effects 0.000 description 4
- 230000009471 action Effects 0.000 description 3
- 238000012545 processing Methods 0.000 description 3
- 238000009435 building construction Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 230000002159 abnormal effect Effects 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 238000012958 reprocessing Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
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Abstract
The utility model discloses an all-steel inserted lift scaffold of intelligence, including regularization steel scaffold board, pole setting and outer pole setting in the bolted connection of regularization steel scaffold board both sides, and interior pole setting is located outer pole setting inboard, there is the triangle truss through bolted connection between interior pole setting and the outer pole setting, the guide rail that has grid formula horizontal pole is installed in the interior pole setting outside, the upper portion hoisting point truss is installed to the guide rail top that has grid formula horizontal pole, the lower part hoisting point truss is installed to the guide rail bottom that has grid formula horizontal pole, upper portion hoisting point truss and lower part hoisting point truss one side are provided with horizontal truss, the utility model relates to a construction technical field. This intelligence all-steel inserted lift scaffold, application scope is wide, can satisfy the use that various structures arranged the building, and is simple and convenient, easily installation, convenient regulation, and the protection system is comparatively perfect, and the safety guarantee mechanism is reliable, ripe.
Description
Technical Field
The utility model relates to a construction technical field specifically is an intelligence all steel inserted lift scaffold.
Background
At present, the traditional fastener type steel pipe scaffold in the field of building construction is gradually eliminated due to the defects of poor safety guarantee, low construction efficiency, large steel consumption, inapplicability to high-rise building construction, no contribution to civilized construction and the like. At the moment, the attached lifting scaffold with advanced technology and excellent safety performance appears timely and is approved and supported by experts in the industry and related safety supervision departments. In the industry today, when facing buildings of different structural arrangements, it is necessary to choose to use different mounting means and configurations of the attached lifting scaffolding. Some of the buildings can be assembled on the ground, and when the main structure of the building is poured to a specific layer number, hoisting equipment is used for hoisting; some can only be built layer by layer along with the pouring of the main body structure of the building. As for the attached lifting scaffold with a certain installation mode and structure, the application range is relatively limited, the number of types of special-shaped structure accessories is large, the attached lifting scaffold cannot be used universally, the safety guarantee mechanism is not reliable and mature, and the defects greatly limit the popularization and the application of the attached lifting scaffold.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
Not enough to prior art, the utility model provides an intelligence all-steel inserted lift scaffold has solved traditional scaffold and can not satisfy the use of various structural arrangement buildings, special-shaped accessory kind is more and not general, the installation is inconvenient and the protective effect subalternation problem.
(II) technical scheme
In order to achieve the above purpose, the utility model discloses a following technical scheme realizes: an intelligent all-steel attached lifting scaffold comprises an attached steel scaffold plate, wherein the two sides of the attached steel scaffold plate are connected with an inner vertical rod and an outer vertical rod through bolts, the inner vertical rod is positioned at the inner side of the outer vertical rod, a triangular truss is connected between the inner vertical rod and the outer vertical rod through bolts, a guide rail with a grid type cross rod is installed at the outer side of the inner vertical rod, an upper hoisting point truss is installed above the guide rail with the grid type cross rod, a lower hoisting point truss is installed at the bottom of the guide rail with the grid type cross rod, a horizontal truss is arranged at one side of the upper hoisting point truss and one side of the lower hoisting point truss, the upper hoisting point truss and the lower hoisting point truss are both installed at the outer side of the horizontal truss, the horizontal truss is connected with the inner vertical rod through bolts, an attached support is installed at one side of the guide rail with the grid type cross, and the other end of the adjustable supporting rod is connected with a guide rail with a grid-type cross rod.
Preferably, the auxiliary plate is installed on the inner side of the sizing steel scaffold board, the turning plate is rotatably connected to the inner side of the auxiliary plate through a pin shaft, and a steel plate punching protective net is installed on the outer side of the outer vertical rod.
Preferably, a power device is arranged between the upper hoisting point truss and the lower hoisting point truss, and the other end of the power device is connected with the intelligent control device through an electric box.
Preferably, the regularization steel scaffold board specifically is the regularization steel scaffold board that rectangular pipe, angle steel and decorative pattern steel sheet welding formed, the triangle truss of triangle-shaped object is specifically made for rectangular steel pipe and steel sheet welding, the horizontal truss that the horizontal truss specifically forms for rectangular steel pipe welding.
Preferably, the adjustable support rod is an adjustable support rod made of a steel member, the length of which can be adjusted by the adjusting device.
(III) advantageous effects
The utility model provides an intelligence all steel inserted lift scaffold. The method has the following beneficial effects:
(1) this intelligence all-steel inserted lift scaffold, application scope is wider, can be applicable to various high-rise or super high-rise buildings that have simple or complicated structural arrangement, both can assemble earlier on ground and hoist again, also can set up the successive layer, and the user can freely select mounting means and structure, easily installation and dismantlement.
(2) This full steel attached lifting scaffold of intelligence, the required various of installing this kind of full steel attached lifting scaffold of intelligence construct the accessory and all process in the processing factory in advance and accomplish, and the on-the-spot installer of fortune reaches need not to carry out 2 processing after, and the random access is along with the usefulness, both can effectively alleviate installer work load, can improve the installation effectiveness again.
(3) The intelligent all-steel attached lifting scaffold is made of modular and all-purpose materials by utilizing the formed steel scaffold plate, the horizontal truss, the auxiliary plate, the turning plate, the steel plate punching protective net and structural accessories required for installation, is free of special-shaped structural accessories and mostly takes 200mm as modulus, so that the existing complex structural accessories are replaced, and the overall performance of the attached lifting scaffold is better; particularly, the turning plate used for protection is shaped once during processing and subjected to edge pressing treatment, maintenance is not needed in the whole construction period, the turning plate is safer and more reliable, the service life is long, the turning plate and the auxiliary plate are connected by adopting a pin shaft type connection to replace the existing hinge type connection, and the turning plate is safer, more stable and more reliable. Generally speaking, the utility model discloses an intelligence all-steel inserted lift scaffold no matter adopt the ground equipment to hoist or the successive layer is set up again, all has advantages such as the installation is dismantled conveniently, the wholeness is good, safe and reliable, rate of repeated use is high, can effectively alleviate constructor burden, improves work efficiency, provides a safety and stable have concurrently, comfortable and pleasing to the eye concurrent construction environment for constructor.
Drawings
Fig. 1 is a schematic overall structure diagram of the present invention;
FIG. 2 is a cross-sectional view of the structure of the present invention;
fig. 3 is a schematic elevation view of the lifting system of the present invention;
fig. 4 is an enlarged schematic view at a in fig. 2.
Fig. 5 is an enlarged schematic view at B in fig. 2.
In the figure: 1-shaped steel scaffold plate, 2-inner vertical rod, 3-outer vertical rod, 4-triangular truss, 5-guide rail with grid type cross rod, 6-horizontal truss, 7-power device, 8-attachment support, 9-steel plate punching protective net, 10-upper hoisting point truss, 11-lower hoisting point truss, 12-auxiliary plate, 13-turning plate and 14-adjustable support rod.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-5, the present invention provides a technical solution: an intelligent all-steel attached lifting scaffold comprises an attached steel scaffold plate 1, wherein an inner vertical rod 2 and an outer vertical rod 3 are connected with two sides of the attached steel scaffold plate 1 through bolts, the inner vertical rod 2 is positioned on the inner side of the outer vertical rod 3, a triangular truss 4 is connected between the inner vertical rod 2 and the outer vertical rod 3 through bolts, a guide rail 5 with a grid type cross rod is installed on the outer side of the inner vertical rod 2, an upper hoisting point truss 10 is installed above the guide rail 5 with the grid type cross rod, a lower hoisting point truss 11 is installed at the bottom of the guide rail 5 with the grid type cross rod, a horizontal truss 6 is arranged on one side of the upper hoisting point truss 10 and one side of the lower hoisting point truss 11, the upper hoisting point truss 10 and the lower hoisting point truss 11 are both installed on the outer side of the horizontal truss 6, the horizontal truss 6 is connected with the inner vertical rod 2 through bolts, an attached support 8 is installed on one side of the guide rail 5, the other end of the adjustable supporting rod 14 is connected with a guide rail 5 with a grid-type cross rod, an auxiliary plate 12 is installed on the inner side of the shaped steel scaffold plate 1, the inner side of the auxiliary plate 12 is rotatably connected with a turning plate 13 through a pin shaft, a steel plate punching protective net 9 is installed on the outer side of the outer vertical rod 3, a power device 7 is installed between an upper lifting point truss 10 and a lower lifting point truss 11, the other end of the power device 7 is connected with an intelligent control device through an electric box, the shaped steel scaffold plate 1 is specifically a shaped steel scaffold plate formed by welding a rectangular pipe, angle steel and a pattern steel plate, the triangular truss 4 is specifically a triangular truss formed by welding a rectangular steel pipe and a steel plate into a triangular object, the horizontal truss 6 is specifically a horizontal truss formed by welding the rectangular steel pipe, and the adjustable supporting rod 14 is specifically an adjustable supporting rod made; this full steel inserted lift scaffold of intelligence, can be so that the scaffold both can be hoisted after ground equipment earlier, also can the successive layer set up, and is simple and convenient, application scope is wider, modular design theory and the design principle of no abnormal shape component and general structure accessory simultaneously, especially turn over the board and once stereotype, need not on-the-spot installer reprocessing and maintenance in whole construction cycle, can alleviate on-the-spot installer's work load greatly, also can let inserted lift scaffold's wholeness better, the protection system is more perfect, use safe and reliable more.
When the steel plate punching protective net is used, the bottom layer sizing steel scaffold board 1 is required to be installed on the installation working platform firstly (longer scaffold boards are recommended to be preferentially used, and the integrity of the attached lifting scaffold is better), the steel scaffold boards are reliably connected by using bolts, then the inner and outer vertical rods 2 and 3 are vertically arranged and are connected with the sizing steel scaffold board 1 through the bolts, the inner vertical rods 2 are arranged on the principle of 2m spacing, and the outer vertical rods 3 are symmetrically arranged with the inner vertical rods 2 on the premise of not colliding with the connecting bolts of the steel plate punching protective net 9; then, a truss system is additionally installed, as shown in fig. 2, after two layers of shaped steel scaffold boards 1 and inner and outer vertical rods 2 and 3 are arranged, a triangular truss 4 (installed at the symmetrical positions of the inner and outer vertical rods 2 and 3) needs to be additionally installed, the triangular truss 4 is connected with the inner vertical rod 2 at one side close to a building through bolts, and is connected with the shaped steel scaffold boards 1 and the outer vertical rods 3 at the outer side through bolts, meanwhile, a horizontal truss 6 needs to be additionally installed on a first layer of working platform of the intelligent all-steel attached lifting scaffold, and the horizontal truss 6 is connected with the inner vertical rod 2 through bolts (the horizontal truss 6 is additionally installed on a truss layer at a hanging point of the lifting system), so that a stable space truss system can be formed, and the space truss system is safer and more stable; then a supporting system is installed, as shown in fig. 2, a guide rail 5 with a grid-type cross bar is reliably connected with an inner vertical rod 2 at a design position through a bolt, an attachment support 8 in fig. 4 is attached to a main structure of a building in various reliable modes, the self weight and the later additional load of the whole frame body are transmitted to the main structure through an adjustable support rod 14, and the attachment support 8 has the functions of overturn prevention, falling prevention and the like, so that the supporting system with higher safety performance can be formed; the lifting system is additionally arranged on an attached lifting scaffold structure, as shown in fig. 3, a lower lifting point truss 11 is reliably connected with a horizontal truss 6 and an inner vertical rod 2 which are arranged on a first-layer working platform of the attached lifting scaffold at a design position through bolts, an upper lifting point truss 10 is connected on the horizontal truss 6 of an upper lifting point layer in the same way, then a power device 7 is arranged in the way of fig. 3, an intelligent control device is arranged at the design position, the integral or partial lifting of the attached lifting scaffold is realized, and the flexible control is realized according to the construction progress of a building main body; after the installation of other parts is completed, the integral protection of the attached lifting scaffold needs to be performed, for example, as shown in fig. 5, the auxiliary plate 12 is connected with the shaped steel scaffold plate 1 of each layer through a bolt, the turning plate 13 is connected with the auxiliary plate 12 through a pin shaft and a connecting piece and can rotate around the pin shaft, when the attached lifting scaffold is used normally, the turning plate 13 is in the position shown in fig. 5, and when the attached lifting scaffold is lifted, the turning plate 13 needs to be turned over to the auxiliary plate 12 around the pin shaft so as to ensure the smooth lifting. The steel plate punching protective nets 9 are connected with two adjacent layers of sizing steel scaffold boards 1 through connecting pieces and bolts with different numbers welded on narrow sides of the steel plate punching protective nets 9, the two adjacent steel plate punching protective nets 9 and the sizing steel scaffold boards 1 can jointly form a structure shaped like a Chinese character 'mi' as shown in figure 1, and the steel plate punching protective nets are attractive, stable and reliable.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation. The use of the phrase "comprising one of the elements does not exclude the presence of other like elements in the process, method, article, or apparatus that comprises the element.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (5)
1. The utility model provides an all-steel inserted lift scaffold of intelligence, includes regularization steel scaffold board (1), its characterized in that: the sizing steel scaffold board is characterized in that the two sides of the sizing steel scaffold board (1) are connected with an inner vertical rod (2) and an outer vertical rod (3) through bolts, the inner vertical rod (2) is located on the inner side of the outer vertical rod (3), a triangular truss (4) is connected between the inner vertical rod (2) and the outer vertical rod (3) through bolts, a guide rail (5) with a grid-type cross rod is installed on the outer side of the inner vertical rod (2), an upper hoisting point truss (10) is installed above the guide rail (5) with the grid-type cross rod, a lower hoisting point truss (11) is installed at the bottom of the guide rail (5) with the grid-type cross rod, a horizontal truss (6) is arranged on one side of the upper hoisting point truss (10) and one side of the lower hoisting point truss (11), the upper hoisting point truss (10) and the lower hoisting point truss (11) are both installed on the outer side of the horizontal, an attachment support (8) is installed on one side of the guide rail (5) with the grid-type cross rods, an adjustable support rod (14) is connected to the upper portion of the attachment support (8) through a pin shaft, and the other end of the adjustable support rod (14) is connected with the guide rail (5) with the grid-type cross rods.
2. The intelligent all-steel attached lifting scaffold of claim 1, wherein: an auxiliary plate (12) is installed on the inner side of the sizing steel scaffold plate (1), a turning plate (13) is rotatably connected to the inner side of the auxiliary plate (12) through a pin shaft, and a steel plate punching protective net (9) is installed on the outer side of the outer vertical rod (3).
3. The intelligent all-steel attached lifting scaffold of claim 1, wherein: and a power device (7) is installed between the upper hoisting point truss (10) and the lower hoisting point truss (11), and the other end of the power device (7) is connected with an intelligent control device through an electric box.
4. The intelligent all-steel attached lifting scaffold of claim 1, wherein: the steel scaffold board is characterized in that the regularization steel scaffold board (1) is a regularization steel scaffold board formed by welding a rectangular pipe, angle steel and a patterned steel plate, the triangular truss (4) is a triangular truss formed by welding a rectangular steel pipe and a steel plate, and the horizontal truss (6) is a horizontal truss formed by welding a rectangular steel pipe.
5. The intelligent all-steel attached lifting scaffold of claim 1, wherein: the adjustable supporting rod (14) is an adjustable supporting rod made of a steel component, and the length of the adjustable supporting rod can be adjusted through an adjusting device.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920908147.9U CN210396071U (en) | 2019-06-17 | 2019-06-17 | Intelligent all-steel attached lifting scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920908147.9U CN210396071U (en) | 2019-06-17 | 2019-06-17 | Intelligent all-steel attached lifting scaffold |
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| Publication Number | Publication Date |
|---|---|
| CN210396071U true CN210396071U (en) | 2020-04-24 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920908147.9U Expired - Fee Related CN210396071U (en) | 2019-06-17 | 2019-06-17 | Intelligent all-steel attached lifting scaffold |
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| Country | Link |
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| CN (1) | CN210396071U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111997343A (en) * | 2020-08-24 | 2020-11-27 | 深圳市焺腾科技发展有限公司 | Attached lifting scaffold |
| CN115162701A (en) * | 2022-06-29 | 2022-10-11 | 贵州建工集团第一建筑工程有限责任公司 | Installation construction method of scaffold upper scaffold board and guide rail connecting structure |
-
2019
- 2019-06-17 CN CN201920908147.9U patent/CN210396071U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111997343A (en) * | 2020-08-24 | 2020-11-27 | 深圳市焺腾科技发展有限公司 | Attached lifting scaffold |
| CN115162701A (en) * | 2022-06-29 | 2022-10-11 | 贵州建工集团第一建筑工程有限责任公司 | Installation construction method of scaffold upper scaffold board and guide rail connecting structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200814 Address after: 1003, building B, Zhengzhong Times Square, No. 108, Longcheng Middle Road, Shangjing community, Longcheng street, Longgang District, Shenzhen City, Guangdong Province Co-patentee after: Shaanxi guguanyao Technology Co.,Ltd. Patentee after: Shenzhen lepten Technology Development Co.,Ltd. Address before: 1003, building B, Zhengzhong Times Square, No. 108, Longcheng Middle Road, Shangjing community, Longcheng street, Longgang District, Shenzhen City, Guangdong Province Patentee before: Shenzhen lepten Technology Development Co.,Ltd. |
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| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200424 |
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| CF01 | Termination of patent right due to non-payment of annual fee |