CN105971262B - A kind of attached wall support operation post of foldable tool formula - Google Patents
A kind of attached wall support operation post of foldable tool formula Download PDFInfo
- Publication number
- CN105971262B CN105971262B CN201610274003.3A CN201610274003A CN105971262B CN 105971262 B CN105971262 B CN 105971262B CN 201610274003 A CN201610274003 A CN 201610274003A CN 105971262 B CN105971262 B CN 105971262B
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- CN
- China
- Prior art keywords
- stand
- sphenoid
- frame
- diagonal brace
- grillage
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Classifications
-
- 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
- E04G3/24—Scaffolds essentially supported by building constructions, e.g. adjustable in height specially adapted for particular parts of buildings or for buildings of particular shape, e.g. chimney stacks or pylons
- E04G3/246—Scaffolds essentially supported by building constructions, e.g. adjustable in height specially adapted for particular parts of buildings or for buildings of particular shape, e.g. chimney stacks or pylons following the inside contour of a building
-
- 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
- E04G3/18—Scaffolds essentially supported by building constructions, e.g. adjustable in height supported by cantilevers or other provisions mounted in openings in the building, e.g. window openings
-
- 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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
A kind of attached wall support operation post of foldable tool formula, it is related to the operation post of the engineering construction of elevator class and maintenance of equipment.By stand diagonal brace, sphenoid stand and the operation post installed and consolidated using Action of Gravity Field in a manner of attached wall supports for folding type structure into folding tool-type, solve traditional full hall formula floor scaffolding operation post consuming is a large amount of artificial and circulation materials, takes the problems such as security risk protrusion for tearing construction operation open.The upper and lower ends of stand diagonal brace are tiltedly stuck on borehole wall mouth and its borehole wall on opposite, form tilting plane rigid frame, and sphenoid stand is folded on stand diagonal brace, its upper horizontal, are opened after folding grillage, are folded plate face and are put down with sphenoid stand plate face;Wearing hook operation post suspension ring with hanging device convenient can install or remove operation post;Operation post construction is simple and direct, is ensured safety using gravity, conveniently moving, saves artificial and material, shortens the duration.
Description
Technical field
The present invention relates to the operation post of construction or maintenance of equipment.
Background technology
In all kinds of buildings, the construction of the elevator of structures or derrick class structures or overhaul of the equipments, upkeep operation,
The mode for commonly using assembled scaffold builds construction operation platform, it usually needs builds full hall formula floor scaffolding.
Due to the building or structures more and more higher in modern times, building and remove full hall formula scaffold needs to expend largely
Manually and substantial amounts of circulation material is taken, cost remains high;Take that to tear the security risk of construction operation open also more and more prominent;Subitem
It is more that engineering takes the duration;Above factors make building for traditional shaft construction job platform segment item as construction industry
Purpose short slab.
The content of the invention
In order to solve the problems, such as that the high cost of full hall formula floor scaffolding, high safety risk and occupancy duration are more, the present invention
A kind of new tool-type operation post is provided, scaffold in well can be substituted, operating efficiency and safety guarantee performance is improved, reduces into
This.The present invention is applied to all kinds of buildings, the construction of the elevator of structures or derrick class structures or overhaul of the equipments, safeguards and make
Industry.
The technical proposal for solving the technical problem of the invention is:
By stand diagonal brace, sphenoid stand and fold type structure into folding tool-type by attached wall support in a manner of pacify
Dress and the operation post consolidated using Action of Gravity Field.Stand diagonal brace is a rectangle plane rigid frame, and rigid frame is by 4 frame rod members and some
Root web member is formed, and the width of stand diagonal brace is slightly less than borehole wall mouth width, and length is more than between the opening borehole wall and its opposite sidewall
Pit shaft headroom length, relative superiority or inferiority is low on its both ends, is tiltedly stuck between the two relative boreholes wall, forms tilting plane with respect to the horizontal plane
Rigid frame;One section of foot with plane-parallel is respectively extended in the lower end of stand diagonal brace 2 longitudinal rods of frame, and borehole wall mouth is stuck in foot
The upper surface of lower mouth, the foot that one section and horizontal plane are extended downwardly out in the sufficient root of foot Yu longitudinal rod intersection are kept off, with
The borehole wall withstood on below borehole wall mouth is kept off enough, and the outer surface 2 longitudinal rod upper ends respectively sets one piece of connection for being provided with connecting hole
Plate, connection plate face is parallel with the outer surface of longitudinal rod, and connecting hole is higher by the upper surface of longitudinal rod.Sphenoid stand is one
Wedge shape space rigid frame, it is wide with stand diagonal brace, it is shorter in length than stand diagonal brace and is shorter than pit shaft headroom length, is put down on sphenoid stand
Face is rectangle plane rigid frame, is made up of 4 frame rod members and some web members, is set in the lower section of every longitudinal rod of frame
1 brace and 1 support bar, brace and support bar, the longitudinal rod of frame are affixed oblique into tripod, the gradient and stand of brace
The gradient of support with respect to the horizontal plane is identical, and some web members are set in tripod, and the lower end connecting rod of two Pin tripods is affixed, wedge shape
One end that object table sets up support bar is head end, and the other end is tail end, in 2 longitudinal rods of sphenoid stand tail end plane rigid frame
On respectively set a connecting plate provided with connecting hole corresponding with the connecting plate of stand diagonal brace upper end, with bolt connection wedge shape object table
Frame and stand diagonal brace, set suspension ring, along sphenoid stand in the outer surface of the short rod member of sphenoid stand head end plane rigid frame
The upper surface of 2 longitudinal rods of plane rigid frame is respectively uniformly arranged 3 groups of hinges, and every group of hinge is with 3 pieces or more than 3 pieces provided with company
Connect the flap in hole and the upper surface of longitudinal rod and its longitudinal axis is affixed.1 folding is respectively set in the both sides of sphenoid stand
Lamination frame, the upper plane for folding grillage is the rectangle plane rigid frame isometric with sphenoid stand, can also agree to pit shaft cross section
Other patterns are set to discount vibram outlet shape or other polygon plane rigid frames, and its width reduces wedge by working space width required in pit shaft
Determined after body stand width, the construction of plane rigid frame is identical with the tectonic type of sphenoid gantry plane rigid frame, in folded sheet
The upper surface of the longitudinal rod of frame plane rigid frame one side frame is set and sphenoid stand hinge structure identical hinge, its position
Corresponding with sphenoid stand hinge, flap dislocation corresponding with sphenoid stand flap interleaves, two groups of hinges in interleaved relation with each other
Carrier bar is worn with bolt and connect;Sphenoid stand also can be effectively hinged using the hinge of other patterns and fold grillage;Folding grillage
The back side of plane rigid frame sets 3 armpit framves perpendicular with the planes and its longitudinal axis of folding grillage, and first armpit is set up in and wedge
The corresponding position of the support bar of body stand, second and the 3rd armpit frame are pressed and fold grillage away from first armpit frame 1/3rd
The spacing distribution of length, armpit frame use tripod or trapezoidal plate pattern, and the length of armpit frame horizontal sides, which is equal to or less than, folds grillage
Width, the horizontal sides of armpit frame and fold grillage plane rigid frame short rod member it is affixed, the vertical edges lateral surface of armpit frame is with folding
The hinge lateral surface of grillage is concordant and the plane with folding grillage is vertical, and its length is after sphenoid stand and stand diagonal brace overlapping
The frame rod member of stand diagonal brace rigid frame is covered, is stuck in the both sides of sphenoid stand and stand diagonal brace, limits sphenoid stand and platform
The relative side-displacement of frame diagonal brace;The construction of above-mentioned folding grillage can be substituted by folding the structural change of grillage:Cancel armpit frame, add
Width folds the plane rigid frame of grillage, and making the outside frame of plane rigid frame of opening, folding plate face is high outside and low outside by being stuck in the borehole wall, by
Outside inwardly rolls oblique 5cm, and limitation operation post is tumbled to both sides;The flexible cable of a buckle is set in the outer middle side part for folding grillage,
For folding the mutual company of tying up after grillages fold at two pieces.Panel is set above sphenoid stand and folding grillage.A kind of foldable tool
The construction of formula attached wall support operation post is:Stand diagonal brace and sphenoid stand, sphenoid stand and the folding grillage point of its both sides
Overall operation platform is not hinged to, is folded and is tied up company with flexible cable after grillage folds;Hanging device wears the suspension ring of hook sphenoid stand, hangs work
Industry platform enters well, or operation post is folded into binding with translation device and travels in well from borehole wall mouth, and the lower end card of stand diagonal brace withstands on well
The borehole wall under wall mouth below the upper surface of mouth and borehole wall mouth, upper end is by being stuck in the well for being higher than mouth under borehole wall mouth on borehole wall mouth opposite
Wall, tilting plane rigid frame with respect to the horizontal plane is formed, using operation post and the gravity stretching diagonal brace of operation load, ensure operation
Platform consolidates;Sphenoid stand is folded on stand diagonal brace, and its plane is parallel to horizontal plane, the frame of its hypotenuse and stand diagonal brace
Longitudinal rod is parallel to recline, and opens after folding grillage, folds plate face and is put down with sphenoid stand plate face;Remove the attached wall of foldable tool formula
When supporting operation post, after folding the grillage folding company of tying up, hanging device wears the suspension ring of hook sphenoid stand, and crane operation platform goes out well,
Or operation post is folded into binding with translation device and translates out well from borehole wall mouth.Above-mentioned operation post applies the condition in shaft construction
It is:Pit shaft and floor synchronous construction away from same floor plate 0.6m height, can be oblique to stand if not using the scheme of synchronous construction
Adaptability modification adjustment is made in support, clips the foot of stand diagonal brace, 2 closed loop riggings are covered on borehole wall mouth, whippletree with a whippletree cross-arm,
The foot gear of rigging lower end lock tube stand diagonal brace, supporting of the borehole wall mouth Xia Kou upper surfaces to foot is substituted with the pulling force of rigging, realizes platform
The upper and lower ends of frame diagonal brace block the technical scheme of two opposite sidewalls withstood on below floor level respectively, adapt to the work of one end hanging
Make condition.The adoptable material of foldable tool formula attached wall support each component of operation post include steel, aluminium alloy material, engineering plastics,
Carbon fibre composite and other composites, the adoptable cross section type of component include rectangle, flute profile, I-shaped, L-type and its
It can meet the pattern of component strength and amount of deflection requirement.
The beneficial effects of the invention are as follows:
1. substituting traditional wellbore operations full hall scaffold platform with the attached wall support operation post of foldable tool formula, operation is utilized
The supporting member of the deadweight stretching operation post of load on platform and platform, ensure the safety and firmness of operation post;As breaking away from artificial assembly
The set of turnover tool of operation, operation post is light, quick for installation;Turnover rate is far above the landing stage of scaffold.
2. manual work man-hour significantly is saved, in the market environment that wage constantly quickly goes up, to save manpower money
The effect that source reduces cost is especially prominent;Exempt the long-term occupancy of a large amount of scaffoldings, fee of material is also significantly saved.
3. the subdivisional work duration is shortened by artificial saving and install convenient.
Brief description of the drawings
Invention is described further below in conjunction with the accompanying drawings:
Fig. 1 is the plan of foldable tool formula attached wall support operation post, Fig. 2 be Fig. 1 1-1 to profile, Fig. 3 is figure
1 2-2 to profile.
1 in Fig. 1, Fig. 2, Fig. 3 it is stand diagonal brace, 2 be sphenoid stand, 5 is sphenoid stand with folding on grillage
Flap;4 in Fig. 1, Fig. 2 be stand diagonal brace and suspension ring that the connecting plate on sphenoid stand, 6 are on sphenoid stand, 7 are
Foot on stand diagonal brace;3 in Fig. 1, Fig. 3 be to fold grillage;8 in Fig. 2, Fig. 3 be the foot gear on stand diagonal brace;In Fig. 2
11 it is the upper surface of mouth under borehole wall mouth, 12 be the borehole wall below borehole wall mouth, 13 is that borehole wall mouth opposite is higher than mouth under borehole wall mouth
The borehole wall;9 in Fig. 3 be fold the grillage back side armpit frame, 10 be buckle flexible cable.
Embodiment
Connecting plate 4, flap 5 are connected with respectively, complete stand diagonal brace 1 and sphenoid stand 2 and sphenoid stand 2
Integrated connection with folding grillage 3;When the attached wall of installation foldable tool formula supports operation post, hanging device wears hook block ring 6, crane operation
Platform enters well, or operation post is folded into binding with translation device and travels in well, the foot 7 and foot gear 8 of the lower end of stand diagonal brace 1 from borehole wall mouth
Block the borehole wall 12 withstood on below the upper surface 11 and borehole wall mouth of mouth under borehole wall mouth respectively, upper end is by being stuck in being higher than for borehole wall mouth opposite
The borehole wall 13 of mouth, sphenoid stand 2 are folded on stand diagonal brace 1 under borehole wall mouth, are opened and are folded grillage 3;, will when removing operation post
Fold and wear hook block ring 6 with the company of tying up of flexible cable 10 of buckle, hanging device after grillage 3 folds, crane operation platform goes out well, or uses translation device
Operation post is folded into binding and translates out well from borehole wall mouth.
Claims (2)
- A kind of 1. attached wall support operation post of foldable tool formula, for building, the elevator of structures or derrick class structures Construction or overhaul of the equipments, upkeep operation, it is characterized in that:It is into folding by stand diagonal brace, sphenoid stand and folding type structure The operation post installed and consolidated using Action of Gravity Field in a manner of attached wall supports of tool-type;Stand diagonal brace is that a rectangle plane is firm Frame, rigid frame are made up of 4 frame rod members and some web members, and the width of stand diagonal brace is slightly less than borehole wall mouth width, and length is more than The pit shaft headroom length being open between the borehole wall and its opposite sidewall, it, which blocks, withstands under borehole wall mouth below the upper surface of mouth and borehole wall mouth One end of the borehole wall be lower end, be upper end by the one end for being higher than the borehole wall of mouth under borehole wall mouth for being stuck in borehole wall mouth opposite, stand is oblique One section of foot with plane-parallel is respectively extended in the lower end of support 2 longitudinal rods of frame, and the upper table of mouth under borehole wall mouth is stuck in foot Face, the foot that one section and horizontal plane are extended downwardly out in the sufficient root of foot Yu longitudinal rod intersection are kept off, are kept off with foot and withstand on well The borehole wall below wall mouth, the outer surface 2 longitudinal rod upper ends respectively set one piece of connecting plate for being provided with connecting hole, connect plate face Parallel with the outer surface of longitudinal rod, connecting hole is higher by the upper surface of longitudinal rod;Sphenoid stand is that a wedge shape space is firm Frame, it is wide with stand diagonal brace, it is shorter in length than stand diagonal brace and is shorter than pit shaft headroom length, plane is put down for rectangle on sphenoid stand Face rigid frame, it is made up of 4 frame rod members and some web members, 1 brace and 1 is set in the lower section of every longitudinal rod of frame Root support bar, brace and support bar, the longitudinal rod of frame are affixed into tripod, and the gradient and stand diagonal brace of brace are relative to water The gradient of plane is identical, some web members is set in tripod, the lower end connecting rod of two Pin tripods is affixed, and sphenoid stand sets branch One end of strut is head end, and the other end is tail end, and one is respectively set in 2 longitudinal rods of sphenoid stand tail end plane rigid frame The connecting plate provided with connecting hole corresponding with the connecting plate of stand diagonal brace upper end is oblique with bolt connection sphenoid stand and stand Support, sets suspension ring, along the 2 of sphenoid gantry plane rigid frame in the outer surface of the short rod member of sphenoid stand head end plane rigid frame The upper surface of root longitudinal rod is respectively uniformly arranged 3 groups of hinges, 3 pieces or more than 3 pieces of the hinge provided with connecting hole of every group of hinge The upper surface and its longitudinal axis of plate and longitudinal rod are affixed;1 folding grillage is respectively set in the both sides of sphenoid stand, is folded The upper plane of grillage is the rectangle plane rigid frame isometric with sphenoid stand, can also agree to other patterns of pit shaft cross section to be set to Discount vibram outlet shape or other polygon plane rigid frames, its width reduce sphenoid stand width by working space width required in pit shaft After determine, the construction of plane rigid frame is identical with the tectonic type of sphenoid gantry plane rigid frame, fold grillage plane rigid frame list The upper surface of the longitudinal rod of side frame is set and sphenoid stand hinge structure identical hinge, its position and sphenoid stand Hinge is corresponding, and flap dislocation corresponding with sphenoid stand flap is interleaved, and two groups of flaps in interleaved relation with each other are worn with bolt Connect, sphenoid stand also can be effectively hinged using the hinge of other patterns and fold grillage;Folding the back of the body of grillage plane rigid frame Face sets 3 armpit framves perpendicular with the planes and its longitudinal axis of folding grillage, and first armpit is set up in the branch with sphenoid stand The corresponding position of strut, second and the 3rd armpit frame press the spacing point that grillage length is folded away from first armpit frame 1/3rd Cloth, armpit frame use tripod or trapezoidal plate pattern, and the length of armpit frame horizontal sides is equal to or less than the width for folding grillage, armpit frame Horizontal sides and the short rod member for folding grillage plane rigid frame are affixed, on the outside of hinge of the vertical edges lateral surface of armpit frame with folding grillage Face is concordant and the plane with folding grillage is vertical, and it is firm that its length covers stand diagonal brace after sphenoid stand overlaps with stand diagonal brace The frame rod member of frame, the both sides of sphenoid stand and stand diagonal brace are stuck in, limit the lateral phase of sphenoid stand and stand diagonal brace To displacement;The construction of above-mentioned folding grillage can be substituted by folding the structural change of grillage:Cancel armpit frame, widen and fold the flat of grillage Face rigid frame, making the outside frame of plane rigid frame of opening, folding plate face is high outside and low outside, is inwardly rolled by outside tiltedly by being stuck in the borehole wall 5cm, limitation operation post are tumbled to both sides;The flexible cable of a buckle is set in the outer middle side part for folding grillage, in two pieces of foldings The mutual company of tying up after grillage folds;A kind of construction of the attached wall support operation post of foldable tool formula is:Stand diagonal brace and sphenoid stand, Sphenoid stand and the folding grillage of its both sides are respectively articulated with integral operation post, fold and tie up company with flexible cable after grillage folds;Hang The standby suspension ring for wearing hook sphenoid stand of installing, crane operation platform enters well, or operation post is folded into binding from borehole wall mouth with translation device Travel in well;The lower end card of stand diagonal brace withstands on the borehole wall below the upper surface of mouth and borehole wall mouth under borehole wall mouth, and upper end is by being stuck in The borehole wall for being higher than mouth under borehole wall mouth on borehole wall mouth opposite, relative superiority or inferiority is low on both ends, forms tilting plane rigid frame with respect to the horizontal plane, Using operation post and the gravity stretching diagonal brace of operation load, the firm of operation post is ensured;Sphenoid stand is folded in stand diagonal brace On, parallel to horizontal plane, its hypotenuse is parallel with the frame longitudinal rod of stand diagonal brace to recline its plane;Sphenoid stand and folding Panel is set above grillage, is opened after folding grillage, plate face is folded and is put down with sphenoid stand plate face;Remove the attached wall branch of foldable tool formula When supportting operation post, folding company of tying up and fold grillage, hanging device wears the suspension ring of hook sphenoid stand, and crane operation platform goes out well, or with putting down Operation post is folded binding and translates out well from borehole wall mouth by moving device;Above-mentioned operation post applies the condition in shaft construction to be:Away from With the pit shaft and floor synchronous construction of the upward 0.6m height of floor plate;The attached wall support each component of operation post of foldable tool formula can use Material include steel, aluminium alloy material, engineering plastics, carbon fibre composite and other composites, adoptable section of component Face pattern includes rectangle, flute profile, I-shaped, L-type and other patterns that can meet component strength and amount of deflection requirement.
- 2. the attached wall support operation post of a kind of foldable tool formula according to claim 1, it is characterized in that:If with floor plate to The pit shaft construction asynchronous with floor of upper 0.6m height, adaptability modification adjustment can be made to stand diagonal brace, clip stand diagonal brace Foot, 2 closed loop riggings, the foot gear of rigging lower end lock tube stand diagonal brace, with rigging are covered on borehole wall mouth, whippletree with a whippletree cross-arm Pulling force substitute borehole wall mouth Xia Kou upper surfaces to foot supporting, realize that the upper and lower ends of stand diagonal brace are blocked respectively and withstand on floor level The technical scheme of two following opposite sidewalls, adapt to the condition of work of one end hanging.
Priority Applications (1)
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CN201610274003.3A CN105971262B (en) | 2016-04-20 | 2016-04-20 | A kind of attached wall support operation post of foldable tool formula |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201610274003.3A CN105971262B (en) | 2016-04-20 | 2016-04-20 | A kind of attached wall support operation post of foldable tool formula |
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CN105971262A CN105971262A (en) | 2016-09-28 |
CN105971262B true CN105971262B (en) | 2018-01-30 |
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CN201610274003.3A Expired - Fee Related CN105971262B (en) | 2016-04-20 | 2016-04-20 | A kind of attached wall support operation post of foldable tool formula |
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Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
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CN109113320B (en) * | 2018-10-19 | 2020-06-23 | 中冶建工集团有限公司 | Construction operation method in elevator shaft |
CN110206292A (en) * | 2019-05-17 | 2019-09-06 | 五冶集团上海有限公司 | A kind of erection method of Core Walls Structure elevator derrick |
EP4054967B1 (en) | 2019-11-08 | 2023-10-25 | Inventio Ag | Installation device for use in an elevator shaft |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN203430008U (en) * | 2013-09-10 | 2014-02-12 | 湖南长大建设集团股份有限公司 | Integrally movable type construction platform for cast-in-situ of elevator shaft |
CN103938843A (en) * | 2014-04-10 | 2014-07-23 | 重庆渝发建设有限公司 | Telescopic steel platform used for elevator shaft |
CN204781881U (en) * | 2015-03-16 | 2015-11-18 | 中建四局第三建筑工程有限公司 | Elevartor shaft structure construction handling frame |
CN204850397U (en) * | 2015-07-24 | 2015-12-09 | 江苏弘盛建设工程集团有限公司 | Take turn down rims elevartor shaft operation platform |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US8646576B2 (en) * | 2009-07-30 | 2014-02-11 | Wurtec Elevator Products & Services | Foldable hoistway work deck |
-
2016
- 2016-04-20 CN CN201610274003.3A patent/CN105971262B/en not_active Expired - Fee Related
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN203430008U (en) * | 2013-09-10 | 2014-02-12 | 湖南长大建设集团股份有限公司 | Integrally movable type construction platform for cast-in-situ of elevator shaft |
CN103938843A (en) * | 2014-04-10 | 2014-07-23 | 重庆渝发建设有限公司 | Telescopic steel platform used for elevator shaft |
CN204781881U (en) * | 2015-03-16 | 2015-11-18 | 中建四局第三建筑工程有限公司 | Elevartor shaft structure construction handling frame |
CN204850397U (en) * | 2015-07-24 | 2015-12-09 | 江苏弘盛建设工程集团有限公司 | Take turn down rims elevartor shaft operation platform |
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CN105971262A (en) | 2016-09-28 |
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Granted publication date: 20180130 |