CN109469308A - The structure of major diameter group storehouse support platform - Google Patents
The structure of major diameter group storehouse support platform Download PDFInfo
- Publication number
- CN109469308A CN109469308A CN201811254819.5A CN201811254819A CN109469308A CN 109469308 A CN109469308 A CN 109469308A CN 201811254819 A CN201811254819 A CN 201811254819A CN 109469308 A CN109469308 A CN 109469308A
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- China
- Prior art keywords
- column
- fixedly connected
- inner cavity
- major diameter
- bolt
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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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
- E04G3/243—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 outside 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
- E04G11/22—Sliding forms raised continuously or step-by-step and being in contact with the poured concrete during raising and which are not anchored in the hardened concrete; Arrangements of lifting means therefor
- E04G11/24—Construction of lifting jacks or climbing rods for sliding forms
-
- 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
- E04G3/34—Mobile scaffolds; Scaffolds with mobile platforms characterised by supporting structures provided on the roofs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H7/00—Construction or assembling of bulk storage containers employing civil engineering techniques in situ or off the site
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H7/00—Construction or assembling of bulk storage containers employing civil engineering techniques in situ or off the site
- E04H7/22—Containers for fluent solids, e.g. silos, bunkers; Supports therefor
- E04H7/24—Constructions, with or without perforated walls, depending on the use of specified materials
- E04H7/26—Constructions, with or without perforated walls, depending on the use of specified materials mainly of concrete, e.g. reinforced concrete or other stone-like materials
Abstract
The invention discloses the structures of major diameter group storehouse support platform, including hanging foot hand, planar table is provided at the center for hanging foot hand, bottom on the inside of the planar table is laterally fixedly connected with suspension bridge by bolt, steel form is fixedly connected at the center of the planar table inner cavity, the inner cavity of the steel form is provided with concrete column, and the bottom of the concrete is provided with ground, and the two sides at the top of the planar table are provided with column.The present invention is by hanging foot hand, planar table, suspension bridge, steel form, concrete column, ground, column, upper beam, lower beam, ball-type jack, support rod, outer sunpender, interior sunpender and the cooperation for hanging scaffold board, that reduces major diameter group storehouse support platform builds step, also enhance the fastness of major diameter group storehouse support platform simultaneously, it solves the problems, such as that traditional major diameter group storehouse support platform structure and installation method do not have fastness and simplification, is worth of widely use.
Description
Technical field
The present invention relates to major diameter group storehouse support platform technical fields, the specially structure of major diameter group storehouse support platform.
Background technique
From broadly, architecture is research building and its environmentSubject,ArchitectureBe one acrossEngineering technology
WithHumanities and artSubject, the art of architecture and Building technology and the art of architecture as utility art involved in architecture
Included aesthetics and it is practical while, though they have specific different but maintain close ties with, and its component is with tool
Body situation and the difference of building and differ widely.
Be related to major diameter group storehouse support platform in architecture, however traditional major diameter group storehouse support platform structure and
Installation method does not have fastness and simplification, and construction worker often requires to use more structure members and construction procedure to big
Diameter group storehouse support platform is built, and greatly improve major diameter group storehouse support platform builds difficulty, while also reducing
The fastness of major diameter group storehouse support platform improves the construction cost of building side.
Summary of the invention
The purpose of the present invention is to provide the structure of major diameter group storehouse support platform, have the excellent of fastness and simplification
Point solves the problems, such as that traditional major diameter group storehouse support platform structure and installation method do not have fastness and simplification.
To achieve the above object, it the invention provides the following technical scheme: the structure of major diameter group storehouse support platform, including hangs
Foot hand is provided with planar table at the center for hanging foot hand, and the bottom on the inside of the planar table is laterally fixedly connected by bolt
There is suspension bridge, steel form is fixedly connected at the center of the planar table inner cavity, the inner cavity of the steel form is provided with concrete column
Body, the bottom of the concrete are provided with ground, and the two sides at the top of the planar table are provided with column, the top of the column
It is laterally fixedly connected with upper beam by bolt, passes through bolt at the center at the top of the column and is laterally fixedly connected with lower cross
Beam is fixedly connected with ball-type jack at the center at the top of the lower beam, and the inner cavity of the ball-type jack is vertically set
It is equipped with support rod, the bottom of the support rod runs through ball-type jack and extends to the bottom of concrete column inner cavity, described
The bottom of column is through planar table and has been bolted to connection bottom beam, and outer sunpender is fixedly connected on the left of bottom beam bottom,
It is fixedly connected with interior sunpender on the right side of bottom beam bottom, the bottom of the outer sunpender and interior sunpender inner cavity, which is laterally fixedly connected with, hangs
Scaffold board；
The installation method of major diameter group storehouse support platform structure:
Step 1: user is in ground concreting ground, then user pours coagulation in the inner cavity of steel form
Soil surrounds concrete by support rod, and user first uses concreting at frame；
Step 2: bottom of the user on the inside of planar table is fixedly connected by bolt with suspension bridge, user is in planar table
Column is installed by bolt in the two sides at top, and user's column passes sequentially through bolt under upper and is fixedly connected with upper beam
And lower beam, then user installs ball-type jack on lower beam, keeps support rod sliding in the inner cavity of ball-type jack
It is dynamic across；
Step 3: user is equipped with enclosure in the two sides of column bottom, and user opens cabinet frame to second by diagonal brace
Support is fixed in interior upper adjusting and column；
Step 4: be separately installed with outer sunpender and interior sunpender in the bottom of bottom beam, and user is respectively in outer sunpender and interior
The bottom of sunpender inner cavity scaffold board is hung by bolt installation.
Preferably, be provided with close mesh safety net on the outside of the outer sunpender and interior sunpender, the bottom of the support rod away from
The height of liftoff base is less than 700 centimetres.
Preferably, it is provided with first on the left of the planar table bottom and opens upper adjusting in cabinet frame, the planar table bottom
Right side is provided with out the outside upper adjusting of cabinet frame, and described first opens and adjust and open outside upper adjust of cabinet frame in cabinet frame and be located at the outer of steel form
Side.
Preferably, the left side of the planar table inner cavity is vertically fixedly connected with slip form platform railing, the cunning by bolt
Bottom on the left of mould platform railing has been bolted to connection elongated channel steel ring beam, the bottom difference of the slip form platform railing
Upper adjusting in cabinet frame is opened through planar table and first and is bolted to connection with bottom beam, and the bottom on the left of the column passes through
Bolt is fixedly connected with enclosure, and the bottom on the right side of the column is horizontally arranged with second and opens upper adjusting in cabinet frame, and described second opens
The upper left side adjusted has been bolted to connection diagonal brace in cabinet frame, and the bottom and the bottom on the right side of column of the diagonal brace pass through spiral shell
Bolt is fixedly connected.
Preferably, the bottom of the concrete column intracoelomic cavity is arranged with outer-ring beam, and the surrounding of the outer-ring beam is fixed to be connected
It is connected to bracket, the inner cavity of the bracket is fixedly connected with small radiation beam, and the corresponding side of the small radiation beam is provided with big spoke
Penetrate beam truss, the inside of the small radiation beam and large radiation beam truss is arranged with round steel cylinder, the large radiation beam truss it is interior
Side is provided with inner ring beam.
Compared with prior art, beneficial effects of the present invention are as follows:
1, the present invention by hang foot hand, planar table, suspension bridge, steel form, concrete column, ground, column, upper beam, under
Crossbeam, ball-type jack, support rod, outer sunpender, interior sunpender and the cooperation for hanging scaffold board reduce major diameter group storehouse support platform
Build step, while also enhance major diameter group storehouse support platform fastness, solve traditional major diameter group storehouse support platform
Structure and installation method do not have the problem of fastness and simplification, reduce the difficulty of building of major diameter group storehouse support platform, drop
The construction cost of low building side, while the labor intensity of construction worker is also reduced, it is worth of widely use.
2, the present invention can provide safeguard the personal safety of construction worker, pass through the bottom of support rod by close mesh safety net
Height of the portion apart from ground reserves the adjusting space of support rod to ball-type jack, opens word by first less than 700 centimetres
The outside upper adjusting of cabinet frame is adjusted and opened in frame, suspension bridge can be adjusted, and by slip form platform railing, elongated channel steel ring beam, is enclosed
Circle, second open upper adjusting and diagonal brace in cabinet frame, enhance the fastness of major diameter group storehouse support platform, while being also convenient for construction worker
Major diameter group storehouse support platform is built, shorten major diameter group storehouse support platform build step, by outer-ring beam, bracket,
Small radiation beam, large radiation beam truss, round steel cylinder and inner ring beam reinforce the connection effect of concrete column and ground, enhance coagulation
The stability of earth pillar body.
Detailed description of the invention
Fig. 1 is schematic structural view of the invention；
Fig. 2 is that the present invention hangs foot hand structural front view；
Fig. 3 is concrete column inside configuration top view of the present invention.
In figure: 1 hangs foot hand, 2 planar tables, 3 suspension bridges, 4 steel forms, 5 concrete columns, 6 grounds, 7 columns, 8 upper beams, 9
Lower beam, 10 ball-type jack, 11 support rods, 12 outer sunpenders, scaffold board, 15 close mesh safety nets, 16 are hung in sunpender, 14 in 13
One, which opens upper adjusting, 17 in cabinet frame, opens the outside upper adjusting of cabinet frame, 18 slip form platform railings, 19 elongated channel steel ring beams, 20 enclosures, 21 second
Open in cabinet frame adjusting, 22 diagonal braces, 23 outer-ring beams, 24 brackets, 25 small radiation beams, 26 large radiation beam truss, 27 round steel cylinders, in 28
Ring beam.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
Fig. 1-3, the structure of major diameter group storehouse support platform are please referred to, including hangs foot hand 1, hangs and is arranged at the center of foot hand 1
There is planar table 2, first is provided on the left of 2 bottom of planar table and opens upper adjusting 16 in cabinet frame, planar table is provided on the right side of 2 bottom
The outside upper adjusting 17 of cabinet frame is opened, first opens upper adjusting 16 in cabinet frame and open the outside upper adjusting 17 of cabinet frame positioned at the outsides of steel form 4, passes through
First opens upper adjusting 16 in cabinet frame and opens the outside upper adjusting 17 of cabinet frame, suspension bridge 3 can be adjusted, the left side of 2 inner cavity of planar table is logical
It crosses bolt and is vertically fixedly connected with slip form platform railing 18, the bottom in 18 left side of slip form platform railing has been bolted to connection
Elongated channel steel ring beam 19, the bottom of slip form platform railing 18 extend through planar table 2 and first open in cabinet frame adjust 16 and with
Bottom beam is bolted to connection, and the bottom in 7 left side of column has been bolted to connection enclosure 20, the bottom on 7 right side of column
It is horizontally arranged with second and opens upper adjusting 21 in cabinet frame, the second left side for opening upper adjusting 21 in cabinet frame has been bolted to connection tiltedly
The bottom of support 22, the bottom and 7 right side of column of diagonal brace 22 is bolted to connection, and passes through slip form platform railing 18, elongated slot
Steel perimeter beam 19, enclosure 20, second open upper adjusting 21 and diagonal brace 22 in cabinet frame, enhance the fastness of major diameter group storehouse support platform,
It is also convenient for construction worker simultaneously to build major diameter group storehouse support platform, shortens major diameter group storehouse support platform and build step
Suddenly, the bottom of 2 inside of planar table is laterally fixedly connected with suspension bridge 3 by bolt, is fixedly connected at the center of 2 inner cavity of planar table
Steel form 4, the inner cavity of steel form 4 are provided with concrete column 5, and the bottom of 5 inner cavity of concrete column is arranged with outer-ring beam 23, outside
The surrounding of ring beam 23 is fixedly connected to bracket 24, and the inner cavity of bracket 24 is fixedly connected with small radiation beam 25, small 25 phase of radiation beam
Corresponding side is provided with large radiation beam truss 26, and the inside of small radiation beam 25 and large radiation beam truss 26 is arranged with round steel cylinder
27, the inside of large radiation beam truss 26 is provided with inner ring beam 28, passes through outer-ring beam 23, bracket 24, small radiation beam 25, large radiation beam
Truss 26, round steel cylinder 27 and inner ring beam 28 reinforce the connection effect of concrete column 5 and ground 6, enhancing concrete column 5
Stability, the bottom of concrete are provided with ground 6, and the two sides at 2 top of planar table are provided with column 7, and the top of column 7 passes through
Bolt is laterally fixedly connected with upper beam 8, passes through bolt at the center at 7 top of column and is laterally fixedly connected with lower beam 9, lower cross
It is fixedly connected with ball-type jack 10 at the center at 9 top of beam, the inner cavity of ball-type jack 10 is vertically provided with support rod
11, the height of the distance from bottom ground 6 of support rod 11 passes through the height of the distance from bottom ground 6 of support rod 11 less than 700 centimetres
Degree reserves the adjusting space of support rod 11 to ball-type jack 10 less than 700 centimetres, and ball is run through in the bottom of support rod 11
The bottom of formula jack 10 and the bottom for extending to 7 inner cavity of concrete column, column 7 through planar table 2 and is bolted
It is connected with bottom beam, outer sunpender 12 is fixedly connected on the left of bottom beam bottom, interior sunpender 13 is fixedly connected on the right side of bottom beam bottom,
The bottom of 13 inner cavity of outer sunpender 12 and interior sunpender, which is laterally fixedly connected with, hangs scaffold board 14, outer sunpender 12 and interior sunpender 13 it is outer
Side is provided with close mesh safety net 15, by close mesh safety net 15, can provide safeguard to the personal safety of construction worker, by hanging
Foot hand 1, planar table 2, suspension bridge 3, steel form 4, concrete column 5, ground 6, column 7, upper beam 8, lower beam 9, ball-type thousand
Jin top 10, support rod 11, outer sunpender 12, interior sunpender 13 and the cooperation for hanging scaffold board 14, reduce major diameter group storehouse support platform
Step is built, while also enhancing the fastness of major diameter group storehouse support platform, solves traditional major diameter group storehouse support platform knot
Structure and installation method do not have the problem of fastness and simplification, reduce the difficulty of building of major diameter group storehouse support platform, reduce
The construction cost of building side, while also reducing the labor intensity of construction worker；
The installation method of major diameter group storehouse support platform structure:
Step 1: user is in ground concreting ground 6, then user pours mixed in the inner cavity of steel form 4
Solidifying soil, surrounds concrete by support rod 11, user first uses concreting at frame；
Step 2: user is fixedly connected by bolt with suspension bridge 3 in the bottom of 2 inside of planar table, user is in plane
The two sides at the top of platform 2 are by bolt installation column 7, and user's column 7 passes sequentially through bolt under upper and is fixedly connected with
Upper beam 8 and lower beam 9, then user installs ball-type jack 10 on lower beam 9, makes support rod 11 in ball-type thousand
The inner cavity on jin top 10 slides through；
Step 3: user is equipped with enclosure 20 in the two sides of 7 bottom of column, and user is opened by diagonal brace 22 second
Support is fixed in upper adjusting 21 and column 7 in cabinet frame；
Step 4: being separately installed with outer sunpender 12 and interior sunpender 13 in the bottom of bottom beam, and user is respectively in outer sunpender
12 and 13 inner cavity of interior sunpender bottom by bolt installation hang scaffold board 14.
The standardized element used in this specification arrived can commercially, the specific connection type of each part
The conventional means such as mature in the prior art bolt, rivet, welding are all made of, mechanical, part and equipment are all made of the prior art
Middle conventional model, in addition circuit connection no longer makes specific narration using connection type conventional in the prior art herein.
In summary: the structure of major diameter group storehouse support platform, by hanging foot hand 1, planar table 2, suspension bridge 3, steel form
4, concrete column 5, ground 6, column 7, upper beam 8, lower beam 9, ball-type jack 10, support rod 11, outer sunpender 12, interior
Sunpender 13 and the cooperation for hanging scaffold board 14, solve traditional major diameter group storehouse support platform structure and installation method do not have securely
The problem of property and simplification.
It although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with
A variety of variations, modification, replacement can be carried out to these embodiments without departing from the principles and spirit of the present invention by understanding
And modification, the scope of the present invention is defined by the appended.
Claims (5)
1. the structure of major diameter group storehouse support platform, including hang foot hand (1), it is characterised in that: at the center for hanging foot hand (1)
It is provided with planar table (2), the bottom on the inside of the planar table (2) is laterally fixedly connected with suspension bridge (3), the plane by bolt
It being fixedly connected with steel form (4) at the center of platform (2) inner cavity, the inner cavity of the steel form (4) is provided with concrete column (5),
The bottom of the concrete is provided with ground (6), and the two sides at the top of the planar table (2) are provided with column (7), the column
(7) top is laterally fixedly connected with upper beam (8) by bolt, passes through bolt transverse direction at the center at the top of the column (7)
It is fixedly connected with lower beam (9), is fixedly connected with ball-type jack (10) at the center at the top of the lower beam (9), it is described
The inner cavity of ball-type jack (10) is vertically provided with support rod (11), and the bottom of the support rod (11) is very heavy through ball-type
The bottom of top (10) and the bottom for extending to concrete column (7) inner cavity, the column (7) through planar table (2) and passes through spiral shell
Bolt is fixedly connected with bottom beam, and outer sunpender (12) are fixedly connected on the left of bottom beam bottom, and bottom beam is fixedly connected on the right side of bottom
The bottom of interior sunpender (13), the outer sunpender (12) and interior sunpender (13) inner cavity, which is laterally fixedly connected with, hangs scaffold board (14)；
The installation method of major diameter group storehouse support platform structure:
Step 1: user on ground with concreting ground (6), then user pours mixed in the inner cavity of steel form (4)
Solidifying soil, surrounds concrete by support rod (11), and user first uses concreting at frame；
Step 2: bottom of the user on the inside of planar table (2) is fixedly connected by bolt with suspension bridge (3), user is in plane
Column (7) are installed by bolt in two sides at the top of platform (2), and user's column (7) passes sequentially through bolt under upper and fixes
It is connected with upper beam (8) and lower beam (9), then user installs ball-type jack (10) on lower beam (9), makes to support
Bar (11) slides through in the inner cavity of ball-type jack (10)；
Step 3: user is equipped with enclosure (20) in the two sides of column (7) bottom, and user passes through diagonal brace (22) to second
It opens upper adjusting (21) and column (7) in cabinet frame and support is fixed；
Step 4: being separately installed with outer sunpender (12) and interior sunpender (13) in the bottom of bottom beam, and user is respectively in outer sunpender
(12) it is installed by bolt with the bottom of interior sunpender (13) inner cavity and hangs scaffold board (14).
2. the structure of major diameter group according to claim 1 storehouse support platform, it is characterised in that: the outer sunpender (12) and
Close mesh safety net (15), the height of the distance from bottom ground (6) of the support rod (11) are provided on the outside of interior sunpender (13)
Less than 700 centimetres.
3. the structure of major diameter group according to claim 1 storehouse support platform, it is characterised in that: planar table (2) bottom
It is provided with first on the left of portion and opens upper adjusting (16) in cabinet frame, it is outside upper to be provided with out cabinet frame on the right side of planar table (2) bottom
It adjusts (17), described first opens upper adjusting (16) in cabinet frame and open the outside upper outside for adjusting (17) and being located at steel form (4) of cabinet frame.
4. the structure of major diameter group according to claim 1 storehouse support platform, it is characterised in that: in the planar table (2)
The left side of chamber is vertically fixedly connected with slip form platform railing (18) by bolt, the bottom on the left of the slip form platform railing (18)
It is bolted to connection elongated channel steel ring beam (19), the bottom of the slip form platform railing (18) extends through planar table
(2) it opens upper adjusting (16) in cabinet frame with first and is bolted to connection with bottom beam, the bottom on the left of the column (7) passes through
Bolt is fixedly connected with enclosure (20), and the bottom on the right side of the column (7) is horizontally arranged with second and opens upper adjusting (21) in cabinet frame,
Described second opens upper adjust in cabinet frame has been bolted to connection diagonal brace (22) on the left of (21), the bottom of the diagonal brace (22)
It is bolted to connection with the bottom on the right side of column (7).
5. the structure of major diameter group according to claim 1 storehouse support platform, it is characterised in that: the concrete column
(5) bottom of inner cavity is arranged with outer-ring beam (23), and the surrounding of the outer-ring beam (23) is fixedly connected to bracket (24), the ox
The inner cavity of leg (24) is fixedly connected with small radiation beam (25), and the corresponding side of the small radiation beam (25) is provided with large radiation beam
The inside of truss (26), small radiation beam (25) and large radiation beam truss (26) is arranged with round steel cylinder (27), the big spoke
It penetrates on the inside of beam truss (26) and is provided with inner ring beam (28).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811254819.5A CN109469308A (en) | 2018-10-26 | 2018-10-26 | The structure of major diameter group storehouse support platform |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811254819.5A CN109469308A (en) | 2018-10-26 | 2018-10-26 | The structure of major diameter group storehouse support platform |
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| CN109469308A true CN109469308A (en) | 2019-03-15 |
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| CN201811254819.5A Pending CN109469308A (en) | 2018-10-26 | 2018-10-26 | The structure of major diameter group storehouse support platform |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN113882871A (en) * | 2021-10-20 | 2022-01-04 | 内蒙古黄陶勒盖煤炭有限责任公司 | Stride firm support frame of thing formula operation |
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| CN207048306U (en) * | 2017-07-14 | 2018-02-27 | 陕西煤业化工建设（集团）有限公司 | Sliding formwork flexibility platform |
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| CN101476410A (en) * | 2009-01-13 | 2009-07-08 | 杭州萧宏建设集团有限公司 | Mounting and demounting method roof plate formwork support platform of concrete silo |
| KR20100085787A (en) * | 2009-01-21 | 2010-07-29 | 주식회사 공간이동 | Height regulation device of slav-mold for steal box abridge |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN113882871A (en) * | 2021-10-20 | 2022-01-04 | 内蒙古黄陶勒盖煤炭有限责任公司 | Stride firm support frame of thing formula operation |
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Application publication date: 20190315 |