CN114562097A - Operation platform for slope construction and use method - Google Patents
Operation platform for slope construction and use method Download PDFInfo
- Publication number
- CN114562097A CN114562097A CN202210157598.XA CN202210157598A CN114562097A CN 114562097 A CN114562097 A CN 114562097A CN 202210157598 A CN202210157598 A CN 202210157598A CN 114562097 A CN114562097 A CN 114562097A
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- sliding wheel
- working plane
- supporting column
- telescopic rod
- slope construction
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- 238000010276 construction Methods 0.000 title claims abstract description 53
- 238000000034 method Methods 0.000 title claims abstract description 15
- 238000004519 manufacturing process Methods 0.000 claims description 5
- 239000000463 material Substances 0.000 abstract description 6
- 230000009286 beneficial effect Effects 0.000 abstract 1
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000008092 positive effect Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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Classifications
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- 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
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/15—Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
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- 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
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/18—Scaffolds primarily resting on the ground adjustable in height
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- 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
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/24—Scaffolds primarily resting on the ground comprising essentially special base constructions; comprising essentially special ground-engaging parts, e.g. inclined struts, wheels
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- 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
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/24—Scaffolds primarily resting on the ground comprising essentially special base constructions; comprising essentially special ground-engaging parts, e.g. inclined struts, wheels
- E04G2001/242—Scaffolds movable on wheels or tracks
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/23—Dune restoration or creation; Cliff stabilisation
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Movable Scaffolding (AREA)
Abstract
The invention belongs to the technical field of constructional engineering, and particularly relates to an operating platform for slope construction, which can be connected with a track beam and a working plane and is characterized in that: the structure unit comprises a plurality of structure units and a plurality of connecting pieces, wherein the structure units are adjacent to each other and are connected through the connecting pieces, the structure units are respectively connected with the track cross beam and the working plane, and the structure units can slide along the track cross beam and further drive the working plane to displace. The invention has the beneficial effects that: the plurality of structural units are arranged, so that the working plane can be flexibly adjusted according to practical application, and the method has applicability to slope construction of various scales; by arranging the telescopic rod, the height of the working plane is indirectly adjusted, so that the telescopic rod can adapt to slope construction with various gradients; the sliding wheels are arranged, so that the working plane can move, and time and labor are saved; this structural design is simple, and it is easy to draw materials, the preparation is convenient and circulated reuse, practices thrift economic cost, reduces the labour.
Description
Technical Field
The invention belongs to the technical field of constructional engineering, and particularly relates to an operating platform for slope construction and a using method thereof.
Background
In the construction process of a plurality of engineering fields such as house building engineering, road engineering, landscaping engineering, mine engineering and the like, the situation that the working face is a slope face is usually encountered, and when the operation height exceeds 2m, an operation platform needs to be erected for operation and safety protection according to the standard regulation requirements of related safety construction. In the field construction process, the operation platform of the slope surface is often erected by adopting a steel pipe scaffold, the engineering quantity of construction measures is large, and the physical engineering quantity of the slope surface is small, so that the construction of the slope surface often causes large cost expenditure, and construction units and labor teams can reduce the investment of the construction measures, thereby causing large potential quality safety hazards. Therefore, a new operation platform for slope construction and a using method thereof are needed to solve the technical problems.
Disclosure of Invention
In order to solve the technical problems, the invention provides an operation platform for slope construction and a use method thereof, which can solve the technical problems of large work load, high cost, time and labor waste, potential quality safety hazards and the like of scaffold erection and disassembly.
The embodiment of the invention adopts the technical scheme that: the utility model provides an operation platform for slope construction, joinable track crossbeam and work plane which characterized in that: the structure unit comprises a plurality of structure units and a plurality of connecting pieces, wherein the structure units are adjacent to each other and are connected through the connecting pieces, the structure units are respectively connected with the track cross beam and the working plane, and the structure units can slide along the track cross beam and further drive the working plane to displace.
Further, the structure unit comprises a first sliding wheel, a second sliding wheel, a first supporting column and a second supporting column, the first sliding wheel is connected with the track beam and the first supporting column respectively, the second sliding wheel is connected with the track beam and the second supporting column respectively, the end portion of the first sliding wheel and the end portion of the second sliding wheel, which are far away from the second supporting column, are connected with the working plane, and the first sliding wheel and the second sliding wheel can slide along the track beam and further drive the working plane to move.
Furthermore, the first support column is connected with the first sliding wheel through a first telescopic rod, and the distance between the first support column and the track cross beam can be adjusted by adjusting the first telescopic rod.
Furthermore, the second support column is connected with the second sliding wheel through a second telescopic rod, and the distance between the second support column and the track beam can be adjusted by adjusting the second telescopic rod.
Furthermore, the first support column and the second support column are connected with the working plane through platform beams.
Further, the first support column and the second support column are arranged in parallel and are perpendicular to the platform beam.
Furthermore, an inclined support beam is arranged between the platform beam and the first support column.
Further, the connecting pieces are arranged between the adjacent first supporting columns and/or between the adjacent second supporting columns.
Furthermore, a scaffold board is arranged between the working plane and a slope surface to be constructed.
The method of using the operating platform for slope construction as described above, characterised by the steps of:
measuring the position of the track beam which is paid out on the slope and fixing the track beam;
manufacturing the first sliding wheel, the second sliding wheel, the first supporting column and the second supporting column, and splicing and combining;
connecting a plurality of the structural units through the connecting piece;
connecting the spliced structural units with the track cross beam and the working plane;
adjusting the first telescopic rod and the second telescopic rod to enable the working plane to meet construction conditions;
and driving the first sliding wheel and the second sliding wheel to move the working plane.
The invention has the advantages and positive effects that: the plurality of structural units are arranged, so that the working plane can be flexibly adjusted according to practical application, the working plane has applicability to slope construction of various scales, the construction efficiency is improved, the slope construction quality is ensured, and the safety risk is reduced; the height of the working plane is indirectly adjusted by arranging the first telescopic rod and the second telescopic rod, so that the working plane can adapt to slope construction with various gradients; the first sliding wheel and the second sliding wheel are arranged, so that the working plane can move, and time and labor are saved; this structural design is simple, and it is easy to draw materials, the preparation is convenient and circulated reuse, practices thrift economic cost, reduces the labour.
Drawings
FIG. 1 is a schematic structural diagram of an embodiment of the present invention;
FIG. 2 is a schematic structural diagram of an embodiment of the present invention during use;
fig. 3 is a schematic structural view of the track beam located on the slope according to the embodiment of the present invention.
In the figure:
1. a rail beam; 2. a working plane; 3. a structural unit; 31. a first pulley; 32. a second pulley; 33. a first support column; 34. a second support column; 35. a first telescopic rod; 36. a second telescopic rod; 37. a platform beam; 38. a diagonal bracing beam; 4. a connecting member; 5. a scaffold board.
Detailed Description
The embodiment of the invention provides an operation platform for slope construction and a using method thereof, which are described below with reference to the accompanying drawings.
Referring to fig. 1, an operation platform for slope construction can connect a track beam 1 and a working plane 2, and is characterized in that: the structure comprises a plurality of structure units 3 and a plurality of connecting pieces 4, wherein the adjacent structure units 3 are connected through the connecting pieces 4, the structure units 3 are respectively connected with a track beam 1 and a working plane 2, and the structure units 3 can slide along the track beam 1 to further drive the working plane 2 to move. The track can set up in domatic or plane department, does not do specifically to be injectd, and the width, height and the quantity of constitutional unit 3 can be set up according to actual need, and accessible connecting piece 4 makes up a plurality of constitutional unit 3 and forms bigger operation platform, also can use every constitutional unit 3 to carry out the isolated operation, has greatly improved the construction condition of slope, has reduced the scaffold and has taken and tear down the work load. This operation platform can remove the construction along track crossbeam 1, can avoid whole domatic scaffold frame of setting up, reduces operation platform and sets up the degree of difficulty and work load, and then practices thrift manpower and materials, saves operating time, especially has obvious advantage when large-scale slope construction.
Preferably, the structural unit 3 includes a first sliding wheel 31, a second sliding wheel 32, a first supporting column 33 and a second supporting column 34, the first sliding wheel 31 is respectively connected to the track beam 1 and the first supporting column 33, the second sliding wheel 32 is respectively connected to the track beam 1 and the second supporting column 34, both an end of the first supporting column 33 far away from the first sliding wheel 31 and an end of the second supporting column 34 far away from the second sliding wheel 32 are connected to the working plane 2, and the first sliding wheel 31 and the second sliding wheel 32 can slide along the track beam 1 to drive the working plane 2 to displace. The structure is easy to obtain materials, simple to manufacture, free from the influence of external environment, reusable and capable of saving a large amount of cost. Fig. 1 shows that a part of the track beam 1 is located at the toe of a slope, fig. 3 shows that the track beam 1 is located at the slope, and a user can flexibly adjust the track beam according to an actual scene, so that the applicability is high.
Preferably, the first support column 33 is connected with the first sliding wheel 31 through a first telescopic rod 35, and the distance between the first support column 33 and the track beam 1 can be adjusted by adjusting the first telescopic rod 35.
Preferably, the second supporting column 34 is connected to the second sliding wheel 32 through a second telescopic rod 36, and the distance between the second supporting column 34 and the track beam 1 can be adjusted by adjusting the second telescopic rod 36. Adjust first telescopic link 35 and can stretch or shorten the distance between first support column 33 and the track crossbeam 1, adjust second telescopic link 36 and can stretch or shorten the distance between second support column 34 and the track crossbeam 1, move work plane 1 indirectly for still can reciprocate when work plane 1 is parallel with ground, can adapt to the domatic construction of multiple slope, the suitability is strong.
Preferably, the first support column 33 and the second support column 34 are both connected to the work plane 2 by a platform beam 37. As shown in fig. 2, the adjacent platform beams 37 are fastened and connected by bolts, so that the platform beams can bear enough weight, the stability and the safety in the construction process are ensured, and the construction quality is improved.
Preferably, the first support column 33 and the second support column 34 are arranged in parallel and are both perpendicular to the platform beam 37.
Preferably, a diagonal support beam 38 is provided between the platform beam 37 and the first support column 33. The design has a stable supporting function, and users can arrange the inclined supporting beams 38 with different quantities according to practical application, and the material, the size and the quantity of the inclined supporting beams are not limited in particular.
Preferably, a connecting member 4 is disposed between adjacent first supporting columns 33 and/or between adjacent second supporting columns 34.
Preferably, a scaffold board 5 is arranged between the working plane 2 and a slope to be constructed. The gap between the working plane 2 and the slope surface is paved by the scaffold board 5 and is fixed with the pattern steel plate, so that the operation personnel can carry out slope construction, the protective railing can be further installed on the outer side of the operation platform to meet the requirements of relevant safety specifications, and the cable rope can be installed to be fixed by combining with the actual situation of the site in order to prevent the operation platform from overturning or turning on the side.
Method of using an operating platform for slope construction as described above, characterized in that it comprises the following steps:
measuring the position of the paying-off track beam 1 on the slope and fixing the position;
manufacturing a first sliding wheel 31, a second sliding wheel 32, a first supporting column 33 and a second supporting column 34, and splicing and combining;
connecting a plurality of structural units 3 through connecting pieces 4;
connecting the spliced structural unit 3 with the track beam 1 and the working plane 2;
adjusting the first telescopic rod 35 and the second telescopic rod 36 to enable the working plane 2 to meet construction conditions;
the first pulley 31 and the second pulley 32 are driven to move the work plane 2.
When the device is used, the paying-off track-out position is measured on a slope, the track is firmly fixed, the plurality of structural units 3 are spliced according to the actual situation on site, then the first telescopic rod 35 and the second telescopic rod 36 are adjusted to enable the working plane 2 to meet the site construction conditions, the first sliding wheel 31 and the second sliding wheel 32 can also be driven to slide along the track beam 1, and after the construction is finished, the device is detached and stored for the next use.
The first embodiment is as follows:
an operation platform for slope construction and a using method thereof can be connected with a track beam 1 and a working plane 2, and are characterized in that: the structure comprises a plurality of structure units 3 and a plurality of connecting pieces 4, wherein the adjacent structure units 3 are connected through the connecting pieces 4, the structure units 3 are respectively connected with a track beam 1 and a working plane 2, and the structure units 3 can slide along the track beam 1 to further drive the working plane 2 to move.
The structural unit 3 comprises a first sliding wheel 31, a second sliding wheel 32, a first supporting column 33 and a second supporting column 34, the first sliding wheel 31 is respectively connected with the track beam 1 and the first supporting column 33, the second sliding wheel 32 is respectively connected with the track beam 1 and the second supporting column 34, the end part of the first supporting column 33 far away from the first sliding wheel 31 and the end part of the second supporting column 34 far away from the second sliding wheel 32 are both connected with the working plane 2, and the first sliding wheel 31 and the second sliding wheel 32 can slide along the track beam 1 to further drive the working plane 2 to displace.
The first support column 33 is connected with the first sliding wheel 31 through a first telescopic rod 35, and the distance between the first support column 33 and the track beam 1 can be adjusted by adjusting the first telescopic rod 35.
The second supporting column 34 is connected with the second sliding wheel 32 through a second telescopic rod 36, and the distance between the second supporting column 34 and the track beam 1 can be adjusted by adjusting the second telescopic rod 36.
The first support column 33 and the second support column 34 are both connected to the work plane 2 by a platform beam 37.
The first support column 33 and the second support column 34 are arranged in parallel and are both perpendicular to the platform beam 37.
Between the platform beam 37 and the first support column 33 there is provided a diagonal support beam 38.
Connecting pieces 4 are arranged between the adjacent first supporting columns 33 and/or between the adjacent second supporting columns 34.
And a scaffold board 5 is arranged between the working plane and the slope to be constructed.
Method of using an operating platform for slope construction as described above, characterized in that it comprises the following steps:
measuring the position of the paying-off track beam 1 on the slope and fixing the position;
manufacturing a first sliding wheel 31, a second sliding wheel 32, a first supporting column 33 and a second supporting column 34, and splicing and combining;
connecting a plurality of structural units 3 through connecting pieces 4;
connecting the spliced structural unit 3 with the track beam 1 and the working plane 2;
adjusting the first telescopic rod 35 and the second telescopic rod 36 to enable the working plane 2 to meet construction conditions;
the first pulley 31 and the second pulley 32 are driven to move the work plane 2.
The invention has the advantages and positive effects that: the plurality of structural units are arranged, so that the working plane can be flexibly adjusted according to practical application, the working plane has applicability to slope construction of various scales, the construction efficiency is improved, the slope construction quality is ensured, and the safety risk is reduced; the height of the working plane is indirectly adjusted by arranging the first telescopic rod and the second telescopic rod, so that the working plane can adapt to slope construction with various gradients; the first sliding wheel and the second sliding wheel are arranged, so that the working plane can move, and time and labor are saved; this structural design is simple, and it is easy to draw materials, the preparation is convenient and circulated reuse, practices thrift economic cost, reduces the labour.
The embodiments of the present invention have been described in detail, but the description is only for the preferred embodiments of the present invention and should not be construed as limiting the scope of the present invention. All equivalent changes and modifications made within the scope of the present invention shall fall within the scope of the present invention.
Claims (10)
1. The utility model provides an operation platform for slope construction, joinable track crossbeam and work plane which characterized in that: the structure unit comprises a plurality of structure units and a plurality of connecting pieces, wherein the structure units are adjacent to each other and are connected through the connecting pieces, the structure units are respectively connected with the track cross beam and the working plane, and the structure units can slide along the track cross beam and further drive the working plane to displace.
2. The work platform for slope construction according to claim 1, characterized in that: the structural unit comprises a first sliding wheel, a second sliding wheel, a first supporting column and a second supporting column, wherein the first sliding wheel is connected with the track beam and the first supporting column respectively, the second sliding wheel is connected with the track beam and the second supporting column respectively, the first supporting column is far away from the end part of the first sliding wheel and the second supporting column is far away from the end part of the second sliding wheel, and the end part of the second sliding wheel is connected with the working plane.
3. The work platform for slope construction according to claim 2, characterized in that: the first support column is connected with the first sliding wheel through a first telescopic rod, and the distance between the first support column and the track beam can be adjusted by adjusting the first telescopic rod.
4. The work platform for slope construction according to claim 3, characterized in that: the second supporting column is connected with the second sliding wheel through a second telescopic rod, and the distance between the second supporting column and the track cross beam can be adjusted by adjusting the second telescopic rod.
5. The work platform for slope construction according to claim 4, characterized in that: the first supporting column and the second supporting column are connected with the working plane through platform beams.
6. The work platform for slope construction according to claim 5, characterized in that: the first supporting column and the second supporting column are arranged in parallel and are perpendicular to the platform beam.
7. The work platform for slope construction according to claim 5, characterized in that: and an inclined support beam is arranged between the platform beam and the first support column.
8. The work platform for slope construction according to claim 2, characterized in that: the connecting pieces are arranged between the adjacent first supporting columns and/or between the adjacent second supporting columns.
9. The work platform for slope construction according to claim 5, characterized in that: and a scaffold board is arranged between the working plane and the slope surface to be constructed.
10. Method of using the operating platform for slope construction according to claim 4, characterized in that it comprises the following steps:
measuring the position of the track beam which is paid out on the slope and fixing the track beam;
manufacturing the first sliding wheel, the second sliding wheel, the first supporting column and the second supporting column, and splicing and combining;
connecting a plurality of the structural units through the connecting piece;
connecting the spliced structural units with the track beam and the working plane;
adjusting the first telescopic rod and the second telescopic rod to enable the working plane to meet construction conditions;
and driving the first sliding wheel and the second sliding wheel to move the working plane.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210157598.XA CN114562097A (en) | 2022-02-21 | 2022-02-21 | Operation platform for slope construction and use method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210157598.XA CN114562097A (en) | 2022-02-21 | 2022-02-21 | Operation platform for slope construction and use method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN114562097A true CN114562097A (en) | 2022-05-31 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202210157598.XA Pending CN114562097A (en) | 2022-02-21 | 2022-02-21 | Operation platform for slope construction and use method |
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Citations (20)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08270203A (en) * | 1995-04-03 | 1996-10-15 | Hajime Kubota | Support metal fittings of temporary scaffold and structure constituted of square steel pipe used for form work |
| US6928683B1 (en) * | 2002-06-25 | 2005-08-16 | Stuart Craig Hanson | Extendable support structures |
| CN2767569Y (en) * | 2004-12-29 | 2006-03-29 | 黄国威 | Combined moveable operation platform |
| CN201661062U (en) * | 2009-11-17 | 2010-12-01 | 刘长庚 | Convenient quick-installation scaffold for overhead operation |
| CN102400470A (en) * | 2011-08-03 | 2012-04-04 | 中国建筑第二工程局有限公司 | Multi-platform deep foundation construction method for slope high-rise building |
| CN204112687U (en) * | 2014-08-12 | 2015-01-21 | 中国建筑第七工程局有限公司 | Packaged type steel bar meter operating platform |
| CN204676858U (en) * | 2015-06-11 | 2015-09-30 | 宋仲华 | The moveable job platform of a kind of assembling |
| CN105133825A (en) * | 2015-09-25 | 2015-12-09 | 章泽宏 | Multifunctional decoration platform |
| CN205153508U (en) * | 2015-11-17 | 2016-04-13 | 中建海峡建设发展有限公司 | Elevartor shaft interior instrument formula construction security operating platform |
| CN106013752A (en) * | 2016-06-08 | 2016-10-12 | 中国建筑第二工程局有限公司 | Construction method of movable observation and construction dual-purpose platform |
| CN206091242U (en) * | 2016-10-17 | 2017-04-12 | 中国水利水电第十四工程局有限公司 | Guiding orientation device of high side wall pre -splitting hole of underground cavern construction |
| CN206158135U (en) * | 2016-11-11 | 2017-05-10 | 中冶建工集团有限公司 | Portable roofing bottom tile construction platform |
| CN206233533U (en) * | 2016-11-18 | 2017-06-09 | 中冶天工集团有限公司 | Support frame with adjustable supporting leg height |
| CN107237486A (en) * | 2017-06-30 | 2017-10-10 | 台山市东扩钢构有限公司 | A kind of scaffold that can be built on inclined-plane |
| CN107268963A (en) * | 2017-06-30 | 2017-10-20 | 台山市东扩钢构有限公司 | It is a kind of to be built on inclined-plane and the scaffold with movable platform |
| CN210421858U (en) * | 2019-06-22 | 2020-04-28 | 东莞市建工集团有限公司 | Triangular operation platform for capital construction slope |
| CN212103875U (en) * | 2020-03-04 | 2020-12-08 | 安徽中疆建设工程有限公司 | Hydraulic engineering construction safety device |
| CN212249075U (en) * | 2020-04-28 | 2020-12-29 | 中建四局土木工程有限公司 | Adjustable movable operating platform |
| CN214785797U (en) * | 2021-05-31 | 2021-11-19 | 中国建筑一局(集团)有限公司 | Safety foot rest is used in building engineering construction |
| CN217175586U (en) * | 2022-02-21 | 2022-08-12 | 中冶天工集团有限公司 | Operating platform for slope construction |
-
2022
- 2022-02-21 CN CN202210157598.XA patent/CN114562097A/en active Pending
Patent Citations (20)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08270203A (en) * | 1995-04-03 | 1996-10-15 | Hajime Kubota | Support metal fittings of temporary scaffold and structure constituted of square steel pipe used for form work |
| US6928683B1 (en) * | 2002-06-25 | 2005-08-16 | Stuart Craig Hanson | Extendable support structures |
| CN2767569Y (en) * | 2004-12-29 | 2006-03-29 | 黄国威 | Combined moveable operation platform |
| CN201661062U (en) * | 2009-11-17 | 2010-12-01 | 刘长庚 | Convenient quick-installation scaffold for overhead operation |
| CN102400470A (en) * | 2011-08-03 | 2012-04-04 | 中国建筑第二工程局有限公司 | Multi-platform deep foundation construction method for slope high-rise building |
| CN204112687U (en) * | 2014-08-12 | 2015-01-21 | 中国建筑第七工程局有限公司 | Packaged type steel bar meter operating platform |
| CN204676858U (en) * | 2015-06-11 | 2015-09-30 | 宋仲华 | The moveable job platform of a kind of assembling |
| CN105133825A (en) * | 2015-09-25 | 2015-12-09 | 章泽宏 | Multifunctional decoration platform |
| CN205153508U (en) * | 2015-11-17 | 2016-04-13 | 中建海峡建设发展有限公司 | Elevartor shaft interior instrument formula construction security operating platform |
| CN106013752A (en) * | 2016-06-08 | 2016-10-12 | 中国建筑第二工程局有限公司 | Construction method of movable observation and construction dual-purpose platform |
| CN206091242U (en) * | 2016-10-17 | 2017-04-12 | 中国水利水电第十四工程局有限公司 | Guiding orientation device of high side wall pre -splitting hole of underground cavern construction |
| CN206158135U (en) * | 2016-11-11 | 2017-05-10 | 中冶建工集团有限公司 | Portable roofing bottom tile construction platform |
| CN206233533U (en) * | 2016-11-18 | 2017-06-09 | 中冶天工集团有限公司 | Support frame with adjustable supporting leg height |
| CN107237486A (en) * | 2017-06-30 | 2017-10-10 | 台山市东扩钢构有限公司 | A kind of scaffold that can be built on inclined-plane |
| CN107268963A (en) * | 2017-06-30 | 2017-10-20 | 台山市东扩钢构有限公司 | It is a kind of to be built on inclined-plane and the scaffold with movable platform |
| CN210421858U (en) * | 2019-06-22 | 2020-04-28 | 东莞市建工集团有限公司 | Triangular operation platform for capital construction slope |
| CN212103875U (en) * | 2020-03-04 | 2020-12-08 | 安徽中疆建设工程有限公司 | Hydraulic engineering construction safety device |
| CN212249075U (en) * | 2020-04-28 | 2020-12-29 | 中建四局土木工程有限公司 | Adjustable movable operating platform |
| CN214785797U (en) * | 2021-05-31 | 2021-11-19 | 中国建筑一局(集团)有限公司 | Safety foot rest is used in building engineering construction |
| CN217175586U (en) * | 2022-02-21 | 2022-08-12 | 中冶天工集团有限公司 | Operating platform for slope construction |
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