CN117569607A - A construction method for super high-rise retracted and variable cross-section climbing frames - Google Patents
A construction method for super high-rise retracted and variable cross-section climbing frames Download PDFInfo
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- CN117569607A CN117569607A CN202311351633.2A CN202311351633A CN117569607A CN 117569607 A CN117569607 A CN 117569607A CN 202311351633 A CN202311351633 A CN 202311351633A CN 117569607 A CN117569607 A CN 117569607A
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- climbing frame
- adduction
- construction method
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- rise
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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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
- E04G2003/286—Mobile scaffolds; Scaffolds with mobile platforms mobile vertically
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Jib Cranes (AREA)
Abstract
The invention discloses a construction method of an ultra-high-rise adduction variable-section climbing frame, which comprises a bottom floor, a first climbing frame upright rod and a first climbing frame guide rail, wherein an adduction floor is arranged above the bottom floor, the first climbing frame upright rods are equidistantly arranged at the top of the bottom floor, connecting lock pins are embedded and connected in the first climbing frame upright rods, and the other ends of the connecting lock pins are sleeved with a second climbing frame upright rod through bolts. According to the invention, the first step climbing frame upright rod, the second step climbing frame upright rod, the keel plate cross rod, the telescopic cross rod, the connecting bolt, the climbing frame keel plate, the connecting inserting core and the fastening bolt are arranged, so that the effects of sub disassembly, sub lifting, sub adjustment and sub assembly are realized, the construction aims of reducing potential safety hazards, reducing cost, reducing site occupation and recycling climbing frame components are achieved, and the problems and the defects in the existing construction method are effectively solved.
Description
Technical Field
The invention relates to the technical field of attached lifting scaffolds, in particular to a construction method of an ultrahigh-rise adduction variable-section climbing frame.
Background
In super high-rise building, often because building molding needs to carry out adduction with outside frame post through the batter post, consequently need use to climb the frame, and traditional climbing the frame and meet adduction variable cross section time, generally adopt the mode of changing one side or multiaspect climbing the frame to carry out adduction, the adduction regional climbing the frame of promptly stops in variable cross section department, at the lower part reassembles climbing the frame, during the construction adopts overhanging scaffold construction, this kind of alternative mode can produce many shortages.
However, in the existing method, the construction period of the site can be influenced, the danger is high, the cross operation is more, the construction process is complicated, the whole climbing frame can be wholly retracted after being completely installed on the inner facade, the U-shaped bolts are required to be embedded in the floor slab, later cutting is required, and holes are required to be reserved on the back sill or the back beam to enable I-steel to pass through, so that hidden leakage hazards are easy to generate.
In view of the above, the present invention provides a construction method for a super high-rise adduction variable cross section climbing frame, which mainly uses the characteristic that a climbing frame vertical keel and a keel plate can be assembled, adds a telescopic rotating shaft device at the position where the keel plate needs to be bent, adds a connecting core inserting device at the connecting position of the vertical keel, and realizes the effects of sub-disassembly, sub-lifting, sub-adjustment and sub-assembly on the premise that the steps of the climbing frame keel plate are the same, thereby achieving the construction purposes of reducing potential safety hazards, reducing cost and recycling the climbing frame assembly.
Disclosure of Invention
The invention aims to provide a construction method of an ultrahigh-rise inner-contraction variable-section climbing frame, which aims to solve the problems in the background technology.
In order to achieve the above purpose, the construction method for the super high-rise internal-retraction variable-section climbing frame comprises a bottom floor, a first-step climbing frame vertical rod and a first-step climbing frame guide rail, wherein the internal-retraction floor is arranged above the bottom floor, the first-step climbing frame vertical rods are arranged at the top of the bottom floor at equal intervals, connecting lock pins are embedded and connected in the first-step climbing frame vertical rod, the other ends of the connecting lock pins are sleeved with second-step climbing frame vertical rods through bolts, the second-step climbing frame vertical rods are positioned on one side of the internal-retraction floor, two groups of keel plate transverse rods are fixedly connected to surfaces of the first-step climbing frame vertical rods, one ends of the keel plate transverse rods are provided with telescopic transverse rods through connecting bolts, and the surfaces of the telescopic transverse rods are connected with climbing frame keel plates in a sliding mode.
As a further optimization of the technical scheme, according to the construction method of the super high-rise adduction variable-section climbing frame, a fixed plate is fixedly arranged on one side surface of the vertical rod of the first step climbing frame through long bolts, an installation transverse plate is fixedly arranged on the top of a floor of the bottom surface through short bolts, and support plates are arranged on surfaces, close to each other, of the fixed plate and the installation transverse plate.
As a further optimization of the technical scheme, according to the construction method of the super high-rise adduction variable-section climbing frame, the surfaces of the two groups of supporting plates, which are close to each other, are fixedly connected with the fixed shafts, and the surfaces of the fixed shafts are fixedly connected with the temporary diagonal braces.
As a further optimization of the technical scheme, according to the construction method of the super high-rise adduction variable-section climbing frame, the surfaces of the connecting bolts are connected with connecting nuts in a threaded manner, and the detaching plates are equidistantly arranged on one side surface of the keel plate cross rod.
As a further optimization of the technical scheme, according to the construction method for the super high-rise adduction variable cross section climbing frame, a vertical plate is installed on one side surface of a vertical rod of a first step climbing frame at equal intervals through bolts, a transverse plate is fixedly connected to one side surface of the vertical plate, a first step climbing frame guide rail and a second step climbing frame guide rail are connected to the top of the transverse plate in a penetrating mode, the first step climbing frame guide rail is located on one side of the vertical rod of the first step climbing frame, one ends, close to each other, of the first step climbing frame guide rail and the second step climbing frame guide rail are fixedly installed through fastening bolts, and fastening nuts are connected to the surfaces of the fastening bolts through threads.
As a further optimization of the technical scheme, according to the construction method of the super high-rise adduction variable cross section climbing frame, the top of the transverse plate is provided with the fixing sleeve, the inner surfaces of the fixing sleeves are fixedly connected with the surfaces of the first step climbing frame guide rail and the second step climbing frame guide rail, and the top of the transverse plate is fixedly connected with the reinforcing rib plates.
As a further optimization of the technical scheme, according to the construction method of the super high-rise adduction variable-section climbing frame, the wall-attached support is fixedly arranged on one side surface of an adduction floor, one end of the wall-attached support is fixedly connected with the clamping seat, and the clamping seat is fixedly connected with the first step climbing frame guide rail through the bolts.
As a further optimization of the technical scheme, according to the construction method of the super high-rise adduction variable-section climbing frame, a beam penetrating bolt penetrates through one side surface of an adduction floor, limiting sleeves are connected to two end surfaces of the beam penetrating bolt in a threaded mode, and anti-slip sheets are arranged at one ends, close to each other, of the two limiting sleeves.
As further optimization of the technical scheme, according to the construction method of the super high-rise adduction variable-section climbing frame, two groups of the first climbing frame vertical rods and the second climbing frame vertical rods are fixedly connected with reinforcing ribs at equal intervals on the surfaces close to each other.
Compared with the prior art, the invention has the beneficial effects that:
1. according to the invention, the first step climbing frame upright rod, the second step climbing frame upright rod, the first step climbing frame guide rail, the second step climbing frame guide rail, the keel plate cross rod, the telescopic cross rod, the connecting bolt, the climbing frame keel plate, the connecting inserting core, the disassembling plate and the fastening bolt are arranged, so that a plurality of groups of climbing frame upright rods and a plurality of groups of climbing frame guide rails can be assembled by using the bolts and the fastening bolts, meanwhile, the keel plate cross rod, the telescopic cross rod, the connecting bolt and the climbing frame keel plate form a telescopic rotating shaft node, the telescopic rotating shaft node is added at the position of the keel plate, which is required to be bent, and the connecting inserting core device is added at the connecting position of the vertical keel, thereby realizing the effects of subsection disassembly, subsection lifting, subsection adjustment and subsection assembly, and achieving the construction aims of reducing potential safety hazards, reducing site occupation and recycling climbing frame components.
2. According to the invention, the fixing plate, the long bolts, the mounting transverse plates, the short bolts, the supporting plates, the fixed shafts and the temporary diagonal braces are arranged, the fixing plate is firstly arranged on the vertical rod of the climbing frame by using a plurality of groups of long bolts, then the mounting transverse plates are arranged on the floor of the bottom surface by using a plurality of groups of short bolts, and the structural strength of the whole climbing frame is increased by using the mounted temporary diagonal braces, so that the stability of the whole climbing frame is ensured, and the use safety of staff is further improved.
3. According to the invention, the first step climbing frame guide rail, the second step climbing frame guide rail, the vertical plate, the transverse plate, the reinforcing rib plate, the fixing sleeve, the wall attaching support, the clamping seat, the beam penetrating bolt and the limiting sleeve are arranged, the guide rail is fixedly arranged on one side of the climbing frame vertical keel through the arrangement of the vertical plate, the transverse plate and the fixing sleeve, and the wall attaching support is fixedly arranged on the guide rail and the floor by utilizing the limiting and fixing effect of the beam penetrating bolt and the limiting sleeve in cooperation with the arrangement of the wall attaching support, so that the stability of the whole climbing frame vertical keel is further improved.
4. Need not pre-buried U type bolt, need not later stage cutting U type bolt, save Qian Shenggong and save time, the anti-bank back beam need not to reserve the entrance to a cave, has avoided the seepage hidden danger.
Drawings
FIG. 1 is a schematic diagram of the overall structure of the present invention;
FIG. 2 is a schematic view of the planar arrangement of the non-adduction variable cross-section climbing frame of the invention;
FIG. 3 is a schematic view of the planar arrangement structure of the adduction variable cross-section climbing frame of the invention;
FIG. 4 is a schematic view of the telescopic rotating shaft node structure in the keel plate of the climbing frame of the invention;
FIG. 5 is a schematic view of the connection structure of the vertical keel of the climbing frame of the invention;
FIG. 6 is a schematic view of a frame rail connection structure of the present invention;
FIG. 7 is a schematic view of a temporary diagonal brace construction of the present invention;
FIG. 8 is a schematic view of a partially enlarged structure of the present invention;
FIG. 9 is a schematic view of the structure at A of the present invention;
figure 10 is a schematic diagram of the construction process of the present invention.
In the figure: 1. a floor of the bottom surface; 2. adduction floors; 3. the first step is to climb the pole setting of the frame; 4. step two, climbing a vertical rod of the frame; 5. step one, climbing a frame guide rail; 6. step two, climbing the frame guide rail; 7. a keel plate cross bar; 8. a retractable crossbar; 9. a connecting bolt; 10. a coupling nut; 11. a climbing frame keel plate; 12. connecting the inserting core; 13. detaching the plate; 14. a fastening bolt; 15. a fastening nut; 16. a fixing plate; 17. a long bolt; 18. mounting a transverse plate; 19. a short bolt; 20. a support plate; 21. a fixed shaft; 22. temporary diagonal bracing; 23. a riser; 24. a cross plate; 25. reinforcing rib plates; 26. a fixed sleeve; 27. a wall-attached support; 28. a clamping seat; 29. penetrating a beam bolt; 30. a limit sleeve; 31. a non-slip sheet; 32. reinforcing ribs.
Detailed Description
The following description of the embodiments of the present invention will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present invention, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
Example 1
Referring to fig. 1-10, an ultra-high-rise adduction variable cross-section climbing frame construction method in the illustration comprises a bottom floor 1, a first-step climbing frame vertical rod 3 and a first-step climbing frame guide rail 5, wherein an adduction floor 2 is arranged above the bottom floor 1, the first-step climbing frame vertical rod 3 is arranged at the top of the bottom floor 1 at equal intervals, a connecting inserting core 12 is embedded and connected in the first-step climbing frame vertical rod 3, a second-step climbing frame vertical rod 4 is sleeved at the other end of the connecting inserting core 12 through bolts, the second-step climbing frame vertical rod 4 is positioned at one side of the adduction floor 2, two groups of first-step climbing frame vertical rods 3 are fixedly connected with a keel plate transverse rod 7 at the surfaces, one end of the keel plate transverse rod 7 is provided with a telescopic transverse rod 8 through a connecting bolt 9, a keel plate 11 is connected with the surface of the connecting bolt 9 at equal intervals in a threaded manner, a side surface mounting plate 13 of the keel plate 7 is provided with a connecting nut 10, and two-step climbing frame vertical rods 3 are connected with a reinforcement rib 32 at equal intervals at the surfaces of the two-step climbing frame vertical rods 3.
Specifically, can use bolt and fastening bolt 14 to assemble multiunit climbing frame pole setting and multiunit climbing frame guide rail, but the fossil fragments board horizontal pole 7, scalable horizontal pole 8, connecting bolt 9 and climbing frame fossil fragments board 11 have constituteed scalable pivot node simultaneously, and need buckle the position at fossil fragments board and add flexible pivot node, add at the vertical joist junction portion and connect lock pin 12 device, realize from this that the effect of branch dismantlement, branch handling, branch regulation, branch equipment has reached the construction purpose that reduces the potential safety hazard, reduce the cost, reduce the place occupy and reuse climbing frame subassembly, effectively solve problem and the not enough that appear in the current construction method.
Example two
One side surface of first step climbing frame upright 3 is through long bolt 17 fixed mounting having fixed plate 16, the top of bottom surface floor 1 is through short bolt 19 fixed mounting having installation diaphragm 18, the fixed plate 16 all is provided with backup pad 20 with the surface that installation diaphragm 18 is close to each other, two sets of the surface that backup pad 20 is close to each other all fixedly connected with fixed axle 21, the surface fixedly connected with temporary diagonal bracing 22 of fixed axle 21.
Specifically, the fixing plate 16 is firstly installed on the vertical rod of the climbing frame by using a plurality of groups of long bolts 17, then the installation transverse plate 18 is installed on the floor 1 of the bottom surface by using a plurality of groups of short bolts 19, and the structural strength of the whole climbing frame is increased by using the installed temporary diagonal braces 22, so that the stability of the whole climbing frame is ensured, and the use safety of staff is further improved.
Example III
The utility model discloses a three-dimensional climbing frame comprises a vertical plate 23, a left side and a right side, wherein a vertical plate 23 is installed on one side surface of a vertical rod 3 of a first step climbing frame through bolt equidistance, a side fixed surface of the vertical plate 23 is connected with a diaphragm 24, the top of the diaphragm 24 is all fixedly connected with a first step climbing frame guide rail 5 and a second step climbing frame guide rail 6, and the first step climbing frame guide rail 5 is located one side of the first step climbing frame vertical rod 3, one end that the first step climbing frame guide rail 5 and the second step climbing frame guide rail 6 are close to each other is fixedly installed through a fastening bolt 14, the surface threaded connection of the fastening bolt 14 has a fastening nut 15, the top of the diaphragm 24 is all provided with a fixed sleeve 26, the internal surface of the fixed sleeve 26 is all fixedly connected with a first step climbing frame guide rail 5 and a second step climbing frame guide rail 6, a top of the diaphragm 24 is all fixedly connected with a reinforcing rib plate 25, a side surface fixed mounting of an additional wall support 27 is located on one end of the additional wall support 27, and the clamping seat 28 and the first step climbing frame guide rail 5 are fixedly installed through a fastening bolt 14, two sides are provided with a through a fixed connection bolt 29, two through-hole sets of bolts 30 are arranged on one side of the two sides of the inner side of the floor 2 are respectively, and two through bolts 30 are respectively connected with a through a threaded sleeve 30.
Specifically, firstly through the setting of riser 23, diaphragm 24 and fixed cover 26, will climb frame rail fixed mounting in one side of climbing frame vertical joist, the setting of wall support 27 is attached in the cooperation, utilizes the spacing fixed action of wearing roof beam bolt 29 and stop collar 30, makes to attach wall support 27 to carry out fixed mounting to rail and floor, has further improved the steadiness of whole climbing frame vertical joist from this.
The working steps are as follows:
step 1: when the climbing frame climbs to the lower floor of the adduction variable cross section floor, the connection parts of the cross rod, the upright rod, the guide rail and the protective net are loosened according to the specified module partition and the specified step number, and the unnecessary climbing frame keel plate 11 is removed.
Step 2: the split first step climbing frame is orderly lifted to the upper part of the floor slab at the junction of the adduction variable cross section through the tower crane according to the module partition diagram, the horizontal lateral angle of the climbing frame module is adjusted to be attached to the adduction building elevation in the lifting process, the climbing frame module is located on the floor slab after the angle confirmation is correct, temporary fixing measures are taken, the transverse rod is adjusted on the first step climbing frame module on a worker, the telescopic rotating shaft node and the guide rail are fixed on the wall attaching support 27, the first step climbing frame is lifted to the floor slab through the steps, the transverse rod connection and the protection perforated plate supplement are completed, and the n+1 layer concrete structure can be poured after the first step climbing frame is lifted.
Step 3: and (3) orderly lifting the second step climbing frame to the first step climbing frame module according to the module partition diagram, connecting the vertical keels and the guide rails of the first step climbing frame and the second step climbing frame, repeating the step (2) and pouring the concrete with the n+2 layer structure.
Step 4: and (3) repeating the step (2) and the step (3) until the whole surface of the surface climbing frame is lifted.
Step 5: the variable cross section climbing frame is connected with other non-variable cross section climbing frames through keel plates.
It is noted that relational terms such as first and second, and the like are 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. Moreover, 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.
Although embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (9)
1. The utility model provides a frame construction method is climbed to super high-rise adduction variable cross-section, includes bottom surface floor (1), first step climbing frame riser (3) and first step climbing frame guide rail (5), its characterized in that: the utility model discloses a climbing frame comprises a base plate, a keel plate, a connecting bolt (9), a connecting lock pin (12), a second step climbing frame pole (4) and a second step climbing frame pole (4), wherein the adduction floor (2) is arranged above the base plate floor (1), the first step climbing frame pole (3) is arranged at the top equidistance of the base plate floor (1), the connecting lock pin (12) is embedded in the first step climbing frame pole (3), the other end of the connecting lock pin (12) is sheathed with the second step climbing frame pole (4) through the bolt, the second step climbing frame pole (4) is positioned at one side of the adduction floor (2), two groups the surface of the first step climbing frame pole (3) which is close to each other is fixedly connected with the keel plate pole (7), one end of the keel plate pole (7) is provided with a telescopic cross bar (8) through the connecting bolt (9), and the surface sliding connection of the telescopic cross bar (8) is provided with a climbing frame keel plate (11).
2. The construction method of the super high-rise adduction variable cross-section climbing frame according to claim 1, which is characterized in that: one side surface of first step climbing frame upright (3) is through long bolt (17) fixed mounting has fixed plate (16), the top of bottom surface floor (1) is through short bolt (19) fixed mounting has installation diaphragm (18), the surface that fixed plate (16) and installation diaphragm (18) are close to each other all is provided with backup pad (20).
3. The construction method of the super high-rise adduction variable cross-section climbing frame according to claim 2, which is characterized in that: the surfaces of the two groups of supporting plates (20) which are close to each other are fixedly connected with a fixed shaft (21), and the surfaces of the fixed shafts (21) are fixedly connected with temporary diagonal braces (22).
4. The construction method of the super high-rise adduction variable cross-section climbing frame according to claim 1, which is characterized in that: the surface of connecting bolt (9) all threaded connection has coupling nut (10), tear board (13) open is installed to one side surface equidistance of fossil fragments board horizontal pole (7).
5. The construction method of the super high-rise adduction variable cross-section climbing frame according to claim 1, which is characterized in that: the utility model discloses a climbing frame for a bicycle, including first step climbing frame riser (3), riser (23) are installed through the bolt equidistance to one side surface of first step climbing frame riser (3), one side fixed surface of riser (23) is connected with diaphragm (24), the top of diaphragm (24) all through-connection has first step climbing frame guide rail (5) and second step climbing frame guide rail (6), and first step climbing frame guide rail (5) are located one side of first step climbing frame riser (3), first step climbing frame guide rail (5) and second step climbing frame guide rail (6) one end that is close to each other pass through fastening bolt (14) fixed mounting, the surface threaded connection of fastening bolt (14) has fastening nut (15).
6. The construction method of the super high-rise adduction variable cross-section climbing frame according to claim 5, which is characterized in that: the top of diaphragm (24) all is provided with fixed cover (26), and the internal surface of fixed cover (26) all climbs frame guide rail (5) and second step and climbs the surface fixed connection of frame guide rail (6), the top of diaphragm (24) all fixedly connected with reinforcing rib plate (25).
7. The construction method of the super high-rise adduction variable cross-section climbing frame according to claim 1, which is characterized in that: one side surface fixed mounting of adduction floor (2) has wall-attached support (27), the one end fixedly connected with cassette (28) of wall-attached support (27), and cassette (28) and first step climb frame guide rail (5) through bolt fixed connection.
8. The construction method of the super high-rise adduction variable cross-section climbing frame according to claim 1, which is characterized in that: a beam penetrating bolt (29) penetrates through one side surface of the adduction floor (2), limiting sleeves (30) are connected to two end surfaces of the beam penetrating bolt (29) in a threaded mode, and anti-slip sheets (31) are arranged at one ends, close to each other, of the two limiting sleeves (30).
9. The construction method of the super high-rise adduction variable cross-section climbing frame according to claim 1, which is characterized in that: the two groups of the first step climbing frame vertical rods (3) and the second step climbing frame vertical rods (4) are fixedly connected with reinforcing ribs (32) at equal intervals on the surfaces close to each other.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202311351633.2A CN117569607A (en) | 2023-10-18 | 2023-10-18 | A construction method for super high-rise retracted and variable cross-section climbing frames |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202311351633.2A CN117569607A (en) | 2023-10-18 | 2023-10-18 | A construction method for super high-rise retracted and variable cross-section climbing frames |
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| Publication Number | Publication Date |
|---|---|
| CN117569607A true CN117569607A (en) | 2024-02-20 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202311351633.2A Pending CN117569607A (en) | 2023-10-18 | 2023-10-18 | A construction method for super high-rise retracted and variable cross-section climbing frames |
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| Country | Link |
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| CN (1) | CN117569607A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118346037A (en) * | 2024-06-17 | 2024-07-16 | 山西五建集团有限公司 | Climbing frame auxiliary lifting system for large overhanging staggered floor balcony and overhanging windowsill part |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN105525745A (en) * | 2015-07-24 | 2016-04-27 | 中建四局第一建筑工程有限公司 | Bamboo joint type exterior facade super-high building structure attached climbing frame and lifting method |
| CN209585579U (en) * | 2018-09-04 | 2019-11-05 | 广东博智林机器人有限公司 | A kind of climbing frame inside contracts the climbing structure at place |
| CN214942281U (en) * | 2021-03-23 | 2021-11-30 | 中建八局西南建设工程有限公司 | Shear force wall weak position climbs a machine position structure |
| CN216340786U (en) * | 2021-05-17 | 2022-04-19 | 深圳信息职业技术学院 | Outer frame structure of climbing that irregular building construction used |
| CN115110741A (en) * | 2022-04-11 | 2022-09-27 | 中国建筑第八工程局有限公司 | Climbing frame attachment device of floor slab local inward-contraction structure and construction method thereof |
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2023
- 2023-10-18 CN CN202311351633.2A patent/CN117569607A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105525745A (en) * | 2015-07-24 | 2016-04-27 | 中建四局第一建筑工程有限公司 | Bamboo joint type exterior facade super-high building structure attached climbing frame and lifting method |
| CN209585579U (en) * | 2018-09-04 | 2019-11-05 | 广东博智林机器人有限公司 | A kind of climbing frame inside contracts the climbing structure at place |
| CN214942281U (en) * | 2021-03-23 | 2021-11-30 | 中建八局西南建设工程有限公司 | Shear force wall weak position climbs a machine position structure |
| CN216340786U (en) * | 2021-05-17 | 2022-04-19 | 深圳信息职业技术学院 | Outer frame structure of climbing that irregular building construction used |
| CN115110741A (en) * | 2022-04-11 | 2022-09-27 | 中国建筑第八工程局有限公司 | Climbing frame attachment device of floor slab local inward-contraction structure and construction method thereof |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118346037A (en) * | 2024-06-17 | 2024-07-16 | 山西五建集团有限公司 | Climbing frame auxiliary lifting system for large overhanging staggered floor balcony and overhanging windowsill part |
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Application publication date: 20240220 |