CN107724727A - A kind of steel plant structure - Google Patents
A kind of steel plant structure Download PDFInfo
- Publication number
- CN107724727A CN107724727A CN201711136687.1A CN201711136687A CN107724727A CN 107724727 A CN107724727 A CN 107724727A CN 201711136687 A CN201711136687 A CN 201711136687A CN 107724727 A CN107724727 A CN 107724727A
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- Prior art keywords
- landing
- bent
- crane girder
- steel plant
- columns
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Classifications
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- 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
- E04H5/00—Buildings or groups of buildings for industrial or agricultural purposes
- E04H5/02—Buildings or groups of buildings for industrial purposes, e.g. for power-plants or factories
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2415—Brackets, gussets, joining plates
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/246—Post to post connections
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention provides a kind of steel plant structure, and it is built near harbour, and including：The longitudinal structural elements of laterally spaced arrangements more than two row, each column longitudinal structural elements include：Multiple landing bent columns, longitudinally spaced arrangement；Column braces, it is connected between two adjacent landing bent columns；First crane girder, is extended longitudinally, and is extended to by least two landing bent columns supports, the first crane girder above the freighter for resting against harbour.The steel plant structure of the present invention, can realize factory building crane direct feeding from freighter, be " freighter-workshop " by material transportation path optimization, shorten material running path and logistics links, save the operating cost of enterprise, improve production efficiency.
Description
Technical field
The present invention relates to a kind of mill construction, especially a kind of steel knot that can realize factory building crane direct feeding from freighter
Structure mill construction.
Background technology
For the industrial enterprise being built near harbour, material transportation path is " freighter-harbour-workshop ", and material is from goods
Ship more will once be transported to workshop, extend material transfer path, improve the operating cost of enterprise, reduce production efficiency.
The content of the invention
It is an object of the invention to provide a kind of steel plant structure, and it can realize that factory building crane directly takes from freighter
Material, is " freighter-workshop " by material transportation path optimization, shortens material running path, saves the operating cost of enterprise, is improved
Production efficiency.
To reach above-mentioned purpose, the present invention proposes a kind of steel plant structure, and it is built near harbour, the steel knot
Structure mill construction includes：The longitudinal structural elements of laterally spaced arrangements more than two row, longitudinal structural elements bag described in each column
Include：Multiple landing bent columns, longitudinally spaced arrangement；Column braces, it is connected between the two adjacent landing bent columns；The
One crane girder, is extended longitudinally, and by least two landing bent columns supports, first crane girder, which extends to, to be rested against
Above the freighter of harbour.
Steel plant structure as described above, wherein, each landing bent columns include the framed bent lower prop being connected
With framed bent upper prop, the framed bent upper prop is located above first crane girder, and the framed bent lower prop is located at first crane girder
Lower section；The column braces include lower prop support and upper prop support, and the lower prop support is connected under the two adjacent framed bents
Between post, the upper prop support is connected between the two adjacent framed bent upper props.
Steel plant structure as described above, wherein, the lower prop support is connected to support first crane girder
Between the two adjacent framed bent lower props, and the longitudinal water that can be transmitted with the framed bent lower prop shared by first crane girder
Flat power.
Steel plant structure as described above, wherein, longitudinal structural elements described in each column also include what is extended longitudinally
Second crane girder, second crane girder dock with first crane girder, and at least two in longitudinal structural elements described in each column
The individual landing bent columns support second crane girder.
Steel plant structure as described above, wherein, the jib-length of first crane girder is 8m~25m, described
Second crane girder is Simple Crane Girder.
Steel plant structure as described above, wherein, longitudinal structural elements described in each column are also adjacent each including being connected to
Capital supporting structure between the top of the landing bent columns, the capital supporting structure is depression bar, bracket or joist.
Steel plant structure as described above, wherein, longitudinal structural elements described in each column also include it is at least one it is non-fall
Ground bent columns, one end of the remote landing bent columns of first crane girder is end of encorbelmenting, the non-landing bent columns
Lower end and the end connection of encorbelmenting of first crane girder, the upper end of the non-landing bent columns are tied with the corresponding capital supporting
Structure connects.
Steel plant structure as described above, wherein, multiple landing framed bents of two row longitudinal structural elements described above
The more Pin framed bents of post also arrangement form, the longitudinally spaced arrangement of framed bent described in more Pin, framed bent described in per Pin include two or more along horizontal stroke
To the spaced landing bent columns；The steel plant structure also includes laterally setting and being connected to row described in each Pin
Roof truss or roof girder between the adjacent two landing framed bent top end of frame.
Steel plant structure as described above, wherein, the steel plant structure also includes being connected to adjacent each row
End-enclosed truss between the end of the longitudinal structural elements, the end-enclosed truss and each first crane girder
One end connection away from the landing bent columns.
Steel plant structure as described above, wherein, the landing bent columns are lattice single-order post, under the framed bent
Post includes two lower prop post limbs and the lacing that is connected between the two lower prop post limbs, the lower prop post limb using shaped steel or
Steel pipe, the lacing use angle steel, T-steel or steel plate, and the framed bent upper prop uses H profile steel；The lower prop support uses lattice
The component in formula section；The upper prop support is using solid web section or the component in lattice section；First crane girder is adopted
With box section or i shaped cross section.
The characteristics of steel plant structure of the present invention and advantage are：
1st, steel plant structure of the invention, stop is extended to by setting the first crane girder, and by the first crane girder
Above the freighter of harbour, factory building crane direct feeding from freighter can be realized, is " freighter-car by material transportation path optimization
Between ", shorten material running path and logistics links, save the operating cost of enterprise, improve production efficiency；
2nd, steel plant structure of the invention, by setting non-landing bent columns, i.e., is connected above the first crane girder
Non- landing bent columns, the enclosed structure in region of encorbelmenting can be supported, to form closed workshop.
Brief description of the drawings
The following drawings is only intended to, in doing schematic illustration and explanation to the present invention, not delimit the scope of the invention.Wherein：
Fig. 1 is the floor plan of one embodiment of the steel plant structure of the present invention；
Fig. 2 is the first crane girder of steel plant structure and the floor plan of the second crane girder of the present invention；
Fig. 3 is the cross-sectional view of the longitudinal structural elements along line A-A in Fig. 1；
Fig. 4 is along the cross-sectional view of line B-B in Fig. 1；
Fig. 5 is along the cross-sectional view of line C-C in Fig. 1；
Fig. 6 is the connection diagram of the first crane girder in the present invention, landing bent columns and the second crane girder.
Main element label declaration：
The framed bent upper prop of 1 11 framed bent lower prop of landing bent columns 12
The lower prop of 2 column braces 21 supports the support of 22 upper props
3 first crane girders
4 second crane girders
5 capital supporting structures
6 non-landing bent columns
7 roof trusses or roof girder
8 end-enclosed truss
9 cranes
The jib-length of the crane girders of L first
Embodiment
In order to which technical characteristic, purpose and the effect of the present invention is more clearly understood, now control illustrates this hair
Bright embodiment.Wherein, Adjective or adverbial modifier " level " and " vertical ", " upward " and " down " etc.
Using the relative reference being for only for ease of between multigroup term, and it is and non-depicted to any specific direction through modifying term
Limitation.Mentioned in text it is horizontal and vertical be mutually perpendicular to, and be horizontal direction, be vertically vertical direction, along line A-A in Fig. 1
Direction for longitudinal direction, along the direction of line B-B for laterally.
As shown in Figure 1, Figure 2, Figure 3 shows, the present invention provides a kind of steel plant structure, and it is built near harbour, the steel
Structure workshop structure is bent structure, and (Fig. 3 is shown wherein the longitudinal structural elements including more than two row laterally spaced arrangements
One row longitudinal structural elements)；
Each column longitudinal structural elements include multiple landing bent columns 1 being vertically arranged, column braces 2 and horizontally disposed the
One crane girder 3 (referring to Fig. 2, Fig. 3), wherein：
Multiple landing bent columns 1 are sequentially arranged at intervals along longitudinal direction, for example, landing bent columns 1 and the basis being seated on ground
Rigid connection；
Column braces 2 are connected between two adjacent landing bent columns 1, for strengthening the longitudinal rigidity and stably of factory building
Property；
First crane girder 3 extends longitudinally, and is supported by least two landing bent columns 1, and the first crane girder 3 is used to support
The crane 9 and mill construction in cantilever region, and crane load is transmitted to landing bent columns 1, the first crane girder 3 is alternatively referred to as long outstanding
Arm crane girder, the first crane girder 3 are extended to above the freighter for resting against harbour.For example, the jib-length L of the first crane girder is 8m
~25m (as shown in Figure 3).
The present invention is extended to above the freighter for resting against harbour by setting the first crane girder, and by the first crane girder, energy
Factory building crane direct feeding from freighter is realized, is " freighter-workshop " by material transportation path optimization, shortens material operating road
Footpath and logistics links, the operating cost of enterprise is saved, improve production efficiency.
Wherein, multiple landing bent columns 1 (i.e. landing bent columns all in the present invention of two row above longitudinal structural elements
1) the also more Pin of arrangement form land framed bents (Fig. 4 shows that a wherein Pin lands framed bent), and more Pin land the longitudinally spaced arrangements of framed bent,
Landing framed bent in the present invention is three more than Pin, that is, the landing bent columns 1 of each column longitudinal structural elements are more than three；
Per Pin, landing framed bent includes the landing bent columns 1 of the laterally spaced arrangement of two or more, when every Pin lands framed bent bag
When including two landing bent columns 1, landing framed bent is single span, when every Pin landing framed bents include the landing bent columns 1 of more than three,
Landing framed bent is multispan.
As shown in Figure 3, Figure 4, in a preferred embodiment, each landing bent columns 1 are included under the framed bent that is connected
Post 11 and framed bent upper prop 12, framed bent upper prop 12 are located at the top of the first crane girder 3, and framed bent lower prop 11 is located at the lower section of the first crane girder 3,
For example, the first crane girder 3 is supported by the shoulder beam of landing bent columns 1；
Column braces 2 include lower prop support 21 and upper prop support 22, and lower prop support 21 is connected to two adjacent framed bent lower props
Between 11, lower prop support 21 is used for the longitudinal horizontal force (gable wind load, crane longitudinal direction brake weight etc.) and first for resisting factory building
Crane girder 3 is toppled, and upper prop support 22 is connected between two adjacent framed bent upper props 12, and upper prop support 22 is used to resist factory building
The longitudinal force in portion, and transmitted to lower prop support 21.
Again as shown in figure 3, further, lower prop support 21 is connected to two adjacent framed bent lower props 11 of the first crane girder 3 of support
Between, and the longitudinal horizontal force that can be transmitted with the shared of framed bent lower prop 11 by the first crane girder 3.
In the present embodiment, landing bent columns 1 can undertake the vertical force and transverse horizontal force of steel plant structure, with lower prop
The connected two Pin landing framed bents of support 21 are also supported together with 21 with lower prop, longitudinal water that shared is transmitted by the first crane girder 3
Flat power, and transmitted to basis.
As shown in Fig. 3, Fig. 6, in another preferred embodiment, each column longitudinal structural elements also include it is horizontally disposed and
The second crane girder 4 extended longitudinally, the second crane girder 4 are alternatively referred to as general crane girder, the second crane girder 4 and the first crane girder
3 dock, and at least two landing bent columns 1 in each column longitudinal structural elements support the second crane girders 4, for example, the second crane girder 4
For Simple Crane Girder.
In the present embodiment, the second crane girder 4 can form Crane Beam System together with auxiliary girder and keep plate, undertake non-outstanding
The crane load of arm region.Specific set location for auxiliary girder and keep plate and the connection side with the second crane girder 4
Formula, prior art is can be found in, for example, auxiliary girder and 4 parallel and interval setting of the second crane girder, auxiliary girder is also by landing
Bent columns 1 are supported, and keep plate is connected between auxiliary girder and the second crane girder 4, between keep plate and landing bent columns 1, are made
It is dynamic to connect or weld between plate and the second crane girder 4 and using high-strength bolt between keep plate and auxiliary girder.
As shown in figure 3, further, each column longitudinal structural elements also include the top for being connected to adjacent each landing bent columns 1
Between capital supporting structure 5, capital supporting structure 5 is depression bar, bracket or joist, capital supporting structure 5 and framed bent upper prop 12
Resist the longitudinal force on factory building top together with upper prop support 22, and transmitted to lower prop support 21.
As shown in Fig. 3, Fig. 5, further, often arrange longitudinal structural elements also include it is at least one it is non-landing bent columns 6, first
One end (extending to one end above freighter in other words) of the remote landing bent columns 1 of crane girder 3 is encorbelments end, non-landing framed bent
The lower end of post 6 and the end connection of encorbelmenting of the first crane girder 3, the upper end of non-landing bent columns 6 connect with corresponding capital supporting structure 5
Connect, non-landing bent columns 6 are stopped in the first crane girder 3, for supporting the enclosed structure in region of encorbelmenting, for example, non-landing framed bent
The structures such as post 6 gives support to a roof, side wall, to form closed workshop.
Wherein, non-landing bent columns 6 (the i.e. non-landing bent columns all in the present invention of two row above longitudinal structural elements
6) the non-landing framed bents (Fig. 5 shows the non-landing framed bents of a wherein Pin) of an also arrangement form at least Pin, when each column longitudinal structural elements
Non- landing bent columns 6 for it is multiple when, non-landing framed bent be more Pin, and more Pin are non-to land the longitudinally spaced arrangements of framed bent；
Per Pin, non-landing framed bent includes the non-landing bent columns 6 of the laterally spaced arrangement of two or more, is arranged when every Pin lands
Frame include two it is non-landing bent columns 6 when, it is non-landing framed bent be single span, when every Pin it is non-landing framed bent including more than three it is non-fall
During ground bent columns 6, non-landing framed bent is multispan；
When the present invention is not provided with non-landing bent columns 6, non-landing framed bent is 0 Pin.
As shown in Figure 4, Figure 5, further, steel plant structure also includes laterally setting and being connected to each Pin landings framed bent
Adjacent two landings bent columns 1 top between roof truss or roof girder.
In a specific embodiment, the first crane girder 3 uses box section or i shaped cross section, itself and brake structure one
Play composition Crane Beam System, the crane and mill construction in supporting cantilever region.The wherein set location of brake structure and with
The connected mode of one crane girder 3 can be found in prior art, and appearance does not repeat.
Further, landing bent columns 1 are lattice single-order post, and framed bent lower prop 11 includes two lower prop post limbs and connection
Lacing (or batten plate) between two lower prop post limbs, lower prop post limb use shaped steel or steel pipe, and lacing uses angle steel, T-steel or steel
Plate, framed bent upper prop 12 use H profile steel.
Further, lower prop support 21 uses the component (lattice component) in lattice section, and upper prop support 22 uses steel flanged beam
Section or the component in lattice section, the longitudinal direction with framed bent upper prop 12 and capital supporting structure 5, together resistance factory building top
Power, and transmitted to lower prop support 21.
In an embodiment as illustrated in figure 2, steel plant structure also includes being connected to adjacent each row longitudinal structural elements
End between end-enclosed truss 8, one end of the remote landing bent columns 1 of end-enclosed truss 8 and each first crane girder 3
(end of encorbelmenting) connects, and end-enclosed truss 8 is alternatively referred to as the first crane beam end portion closing truss or long cantilever crane beam end portion
Truss is closed, the effect of end-enclosed truss 8 is to support the wall dermal system of factory building end.
The steel plant structure of the present invention, by material transportation path by general " freighter-harbour-workshop ", optimization
For " freighter-workshop ", material running path and logistics links are substantially reduced, the operating cost of enterprise has been saved, has improved life
Produce efficiency.
The schematical embodiment of the present invention is the foregoing is only, is not limited to the scope of the present invention.It is any
Those skilled in the art, the equivalent variations made on the premise of the design of the present invention and principle is not departed from and modification, all should
Belong to the scope of protection of the invention.And it should be noted that the present invention each part be not limited in above-mentioned entirety should
With, each technical characteristic described in specification of the invention can according to be actually needed selection one individually use or select it is multinomial
Combine use, and therefore, the present invention covers the other combinations relevant with this case inventive point and concrete application in the nature of things.
Claims (10)
1. a kind of steel plant structure, it is built near harbour, it is characterised in that the steel plant structure includes：
The longitudinal structural elements of laterally spaced arrangements more than two row, longitudinal structural elements described in each column include：
Multiple landing bent columns, longitudinally spaced arrangement；
Column braces, it is connected between the two adjacent landing bent columns；
First crane girder, is extended longitudinally, and is extended to by least two landing bent columns supports, first crane girder
Above the freighter for resting against harbour.
2. steel plant structure as claimed in claim 1, it is characterised in that each landing bent columns include being connected
Framed bent lower prop and framed bent upper prop, the framed bent upper prop is located above first crane girder, and the framed bent lower prop is positioned at described
Below first crane girder；
The column braces include lower prop support and upper prop support, and the lower prop support is connected to the two adjacent framed bent lower props
Between, the upper prop support is connected between the two adjacent framed bent upper props.
3. steel plant structure as claimed in claim 2, it is characterised in that lower prop support is connected to support described the
Between the two adjacent framed bent lower props of one crane girder, and it can be passed with the framed bent lower prop shared by first crane girder
The longitudinal horizontal force come.
4. steel plant structure as claimed in claim 1, it is characterised in that longitudinal structural elements described in each column also include edge
Second crane girder of Longitudinal extending, second crane girder dock with first crane girder, longitudinal structural elements described in each column
In at least two landing bent columns support second crane girders.
5. steel plant structure as claimed in claim 4, it is characterised in that the jib-length of first crane girder is 8m
~25m, second crane girder are Simple Crane Girder.
6. the steel plant structure as described in any one of claim 1 to 5, it is characterised in that vertical structure list described in each column
Member also includes the capital supporting structure being connected between the top of adjacent each landing bent columns, and the capital supporting structure is
Depression bar, bracket or joist.
7. steel plant structure as claimed in claim 6, it is characterised in that longitudinal structural elements described in each column are also included extremely
Few non-landing bent columns, one end of remote the landing bent columns of first crane girder is end of encorbelmenting, it is described it is non-fall
The end connection of encorbelmenting of the lower end of ground bent columns and first crane girder, the upper end of the non-landing bent columns with it is corresponding described
Capital supporting structure connection.
8. the steel plant structure as described in any one of claim 1 to 5, it is characterised in that two row longitudinal direction knot described above
The more Pin landings framed bents of multiple landing bent columns also arrangement form of structure unit, the landing longitudinally spaced arrangement of framed bent described in more Pin,
Landing framed bent includes the landing bent columns of the laterally spaced arrangement of two or more described in per Pin；
The steel plant structure also includes laterally setting and being connected to adjacent two landing for landing framed bent described in each Pin
Roof truss or roof girder between framed bent top end.
9. the steel plant structure as described in any one of claim 1 to 5, it is characterised in that the steel plant structure
Also include the end-enclosed truss being connected between the adjacent end for respectively arranging the longitudinal structural elements, the end-enclosed truss
It is connected with one end of the remote landing bent columns of each first crane girder.
10. steel plant structure as claimed in claim 2 or claim 3, it is characterised in that the landing bent columns are lattice list
Rank post, the framed bent lower prop include two lower prop post limbs and the lacing being connected between the two lower prop post limbs, the lower prop
Post limb uses shaped steel or steel pipe, and the lacing uses angle steel, T-steel or steel plate, and the framed bent upper prop uses H profile steel；
The lower prop support uses the component in lattice section；
The upper prop support is using solid web section or the component in lattice section；
First crane girder uses box section or i shaped cross section.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711136687.1A CN107724727B (en) | 2017-11-16 | 2017-11-16 | Steel construction factory building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711136687.1A CN107724727B (en) | 2017-11-16 | 2017-11-16 | Steel construction factory building structure |
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| CN107724727A true CN107724727A (en) | 2018-02-23 |
| CN107724727B CN107724727B (en) | 2023-06-23 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114856086A (en) * | 2022-06-02 | 2022-08-05 | 合肥工业大学 | Reinforced concrete double-limb bent frame column for heavy factory building and construction method thereof |
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| CN103862203A (en) * | 2012-12-11 | 2014-06-18 | 湖北欧本钢结构有限责任公司 | Assembly, welding and circulation hoist of truss purlins |
| CN103104114A (en) * | 2013-01-10 | 2013-05-15 | 朱华 | Disaster-preventing air-inducing stream-guiding wind power plant |
| CN103470077A (en) * | 2013-10-08 | 2013-12-25 | 江苏明福钢结构有限公司 | Novel steel-structured plant |
| CN104060842A (en) * | 2014-07-08 | 2014-09-24 | 七冶建设有限责任公司 | Overall industrial plant steel roof inversion lifting construction method |
| CN206529889U (en) * | 2017-02-17 | 2017-09-29 | 北京工业大学 | A kind of end plate assembled truss of angle steel beam column node connection device for recovering function |
| CN106927363A (en) * | 2017-05-17 | 2017-07-07 | 中船第九设计研究院工程有限公司 | A kind of wallflow crane girder doubles as large-tonnage overhead crane girder construction |
| CN207553678U (en) * | 2017-11-16 | 2018-06-29 | 中冶京诚工程技术有限公司 | A kind of steel plant structure |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114856086A (en) * | 2022-06-02 | 2022-08-05 | 合肥工业大学 | Reinforced concrete double-limb bent frame column for heavy factory building and construction method thereof |
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