CN105421792A - Lifting construction process of modular steel structural components - Google Patents
Lifting construction process of modular steel structural components Download PDFInfo
- Publication number
- CN105421792A CN105421792A CN201510935181.1A CN201510935181A CN105421792A CN 105421792 A CN105421792 A CN 105421792A CN 201510935181 A CN201510935181 A CN 201510935181A CN 105421792 A CN105421792 A CN 105421792A
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- China
- Prior art keywords
- steel structure
- construction process
- frame unit
- assembled
- frame
- 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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Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 41
- 239000010959 steel Substances 0.000 title claims abstract description 41
- 238000010276 construction Methods 0.000 title claims abstract description 17
- 238000000034 method Methods 0.000 title claims abstract description 12
- 238000003466 welding Methods 0.000 claims abstract description 4
- 238000000465 moulding Methods 0.000 claims description 4
- 239000000725 suspension Substances 0.000 claims description 3
- 230000011218 segmentation Effects 0.000 abstract description 2
- 238000009434 installation Methods 0.000 abstract 1
- 239000000463 material Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003754 machining Methods 0.000 description 1
- 230000008707 rearrangement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
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
- 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
- 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
- E04G21/16—Tools or apparatus
- E04G21/18—Adjusting tools; Templates
- E04G21/1841—Means for positioning building parts or elements
Landscapes
- 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
The invention discloses a lifting construction process of modular steel structural components. The lifting construction process comprises the following steps: steel structural components are spliced to multiple piece type frames; the piece type frames are lifted to a frame unit assembly position after being assembled; left and right two truss type frames are lifted and positioned on an assembly platform for alignment and adjustment, and connecting components between the two truss type frames are assembled to form complete frame units; and the fixed welding of all frame units is finished. The lifting construction process reasonably divides the whole steel structural frame into multiple modules, then assembles the steel structural components to multiple modules, and finally performs the lifting installation and the final assembly according to the module segmentation sequence, so that the aerial operation and assembly lifting difficulty is reduced; and multiple modules can be synchronously assembled on the ground, so that the assembly working plane is increased, the whole construction progress is fastened, and the construction period is shortened.
Description
Technical field
The invention belongs to steel building technical field, specifically a kind of hoisting construction process of module-type steel structure component.
Background technology
Structural steelwork is made as main structure with steel, is one of main building construction types.The feature of steel is that intensity is high, from heavy and light, integral rigidity is good, deformability is strong, thus for building large span and superelevation, extra-duty building is suitable especially; Material homogeneity and isotropism good, plasticity, good toughness, can have moderate finite deformation, and can bear dynamic loading well, construction period is short, and machining accuracy is high, and its industrialization degree is high, can carry out the high Virtual production of mechanization degree.
Along with the moulding of steel work and form of structure become increasingly complex, weight is well beyond the maximum bearing value of tower crane, high to construction requirement, and the integral hoisting of steel structure member has been difficult to accomplish.
Summary of the invention
The object of the invention is to the defect overcoming prior art existence, a kind of hoisting construction process of module-type steel structure component is provided.
Object of the present invention can be achieved through the following technical solutions:
A hoisting construction process for module-type steel structure component, is characterized in that, comprises the following steps:
(1) steel structure member is assembled into several chip frameworks, first two root posts is hung onto on assembly platform, adjustment bearing, side direction and end face pattern centering, levelling, then assembling connects crossbeam, diagonal brace, carries out the fastening of connector or welds; Framework corresponding for steel structure module is arranged on same group of assembly platform and assembles;
(2) after chip frame assembled, handling is to frame unit assembling position, and suspension centre selects the Nodes of end floor beam and column on chip framework;
(3) left and right two Pin chip framework is hung be positioned on assembly platform, after centering and adjustment, assemble the connecting elements between two Pin chip frameworks, form complete frame unit;
(4) rise on operation platform by frame unit, make frame unit and mounted steel work contraposition, adjustment corrects verticality, by frame unit and mounted welding for steel structure, repeat, until lifted all frame units, complete being welded and fixed of all frame units.
As preferred further, under assembly platform of the present invention, adjustable seats is installed, described adjustable seats is adjustable backing plate or H profile steel moulding bed, plays supporting steel structure module, adjusts, controls the verticality of assembling and remain in assembly platform same level.
Beneficial effect of the present invention: bed rearrangement steel structure frame is rationally divided into several modules by the present invention, then steel structure member is assembled into a lot of modules, finally carry out lifting respectively to the order of module segmentation to install and general assembly, decrease the difficulty of work high above the ground and assembling lifting; Multiple module can simultaneously be assembled in face, expands assembling operation face, accelerates the progress of integral construction and shortens the construction period.
Detailed description of the invention
Embodiment 1
A hoisting construction process for module-type steel structure component, comprises the following steps:
1, accurately process steel work component used, the scene of being sent to is carried out checking, checks, checks, is checked and accepted.Check the quantity and material object of checking component.Check and see whether the workmanship of component meets specification.
2, steel structure member is assembled into several chip frameworks, first two root posts is hung onto on assembly platform, adjustment bearing, side direction and end face pattern centering, levelling, then assembling connects crossbeam, diagonal brace, carries out the fastening of connector or welds; Framework corresponding for steel structure module is arranged on same group of assembly platform and assembles.Be provided with adjustable seats under assembly platform, described adjustable seats is adjustable backing plate or H profile steel moulding bed, plays supporting steel structure module, adjusts, controls the verticality of vertical assembled and remain in vertical assembled platform same level.
3, after chip frame assembled, handling is to frame unit assembling position, and suspension centre selects the Nodes of end floor beam and column on chip framework.The present invention selects lifting wire rope to lift.
Lifting wire rope is selected and is calculated by formula [Fg]=aFg/K
Wherein, K---safety factor, makes binding hoist cable span 8-10, gets 10
A---rupture pull force conversion coefficient steel cord structure is 0.8
[Fg]---allow pulling force 2 liftings to get 12.5/2=6.25t
Wire rope conscientiously will check there is fracture of wire phenomenon before using.
4, left and right two Pin chip framework is hung be positioned on assembly platform, after centering and adjustment, assemble the connecting elements between two Pin chip frameworks, form complete frame unit.
5, rise on operation platform by frame unit, make frame unit and mounted steel work contraposition, adjustment corrects verticality, by frame unit and mounted welding for steel structure, repeat, until lifted all frame units, complete being welded and fixed of all frame units.
Adopt angle steel to be fixed by stone bolt as a whole, by fixed support and base plate steel bar binding, add rigid support in fixed support surrounding, then baseplate reinforcing bar is welded as a whole.
Claims (2)
1. a hoisting construction process for module-type steel structure component, is characterized in that, comprises the following steps:
(1) steel structure member is assembled into several chip frameworks, first two root posts is hung onto on assembly platform, adjustment bearing, side direction and end face pattern centering, levelling, then assembling connects crossbeam, diagonal brace, carries out the fastening of connector or welds; Framework corresponding for steel structure module is arranged on same group of assembly platform and assembles;
(2) after chip frame assembled, handling is to frame unit assembling position, and suspension centre selects the Nodes of end floor beam and column on chip framework;
(3) left and right two Pin chip framework is hung be positioned on assembly platform, after centering and adjustment, assemble the connecting elements between two Pin chip frameworks, form complete frame unit;
(4) rise on operation platform by frame unit, make frame unit and mounted steel work contraposition, adjustment corrects verticality, by frame unit and mounted welding for steel structure, repeat, until lifted all frame units, complete being welded and fixed of all frame units.
2. the hoisting construction process of module-type steel structure component according to claim 1, it is characterized in that, under described assembly platform, adjustable seats is installed, described adjustable seats is adjustable backing plate or H profile steel moulding bed, play supporting steel structure module, adjust, control the verticality of assembling and remain in assembly platform same level.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510935181.1A CN105421792A (en) | 2015-12-15 | 2015-12-15 | Lifting construction process of modular steel structural components |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510935181.1A CN105421792A (en) | 2015-12-15 | 2015-12-15 | Lifting construction process of modular steel structural components |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105421792A true CN105421792A (en) | 2016-03-23 |
Family
ID=55500297
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510935181.1A Pending CN105421792A (en) | 2015-12-15 | 2015-12-15 | Lifting construction process of modular steel structural components |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105421792A (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107781505A (en) * | 2016-08-27 | 2018-03-09 | 中国二十冶集团有限公司 | The integrated installation method of aerial pipeline |
| CN108442530A (en) * | 2018-04-17 | 2018-08-24 | 中冶天工集团天津有限公司 | Construction method and structure of a frame or cylinder load-bearing high-rise modular building |
| CN109138448A (en) * | 2018-10-19 | 2019-01-04 | 防城港中重工有限公司 | The discontinuous pipe truss installation method of the curved knob in space |
| CN109227110A (en) * | 2018-09-12 | 2019-01-18 | 中国二十冶集团有限公司 | The modularization assembling method of output strip line loop steel structure platform |
| CN109235903A (en) * | 2018-10-18 | 2019-01-18 | 中国化学工程第六建设有限公司 | Steel structure modularization construction method |
| CN109530445A (en) * | 2018-10-29 | 2019-03-29 | 上海二十冶建设有限公司 | A kind of mill housing top platform modularization method for rapidly mounting |
| CN109812023A (en) * | 2019-02-16 | 2019-05-28 | 中建一局集团第一建筑有限公司 | Truss subsection accumulation lifting construction method for ladder working face |
| CN112276391A (en) * | 2020-10-19 | 2021-01-29 | 中国建筑第八工程局有限公司 | Installation method of spiral steel stairs in limited space |
| CN112627542A (en) * | 2020-10-30 | 2021-04-09 | 上海宝冶冶金工程有限公司 | Modular installation method of lime kiln steel structure |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0726726A (en) * | 1993-05-14 | 1995-01-27 | Mitsubishi Heavy Ind Ltd | Zone module construction method for constructing steel structure |
| CN101451397A (en) * | 2007-12-05 | 2009-06-10 | 中冶天工建设有限公司 | Steel structure modularization construction process |
| CN103362314A (en) * | 2013-08-05 | 2013-10-23 | 徐州中煤百甲重钢科技有限公司 | Washing selecting coal plant modularization building method |
| CN105040986A (en) * | 2015-05-29 | 2015-11-11 | 河南鸿宇工业装备工程有限公司 | Modular mounting technology for steel-structure door type frame roof system |
| CN105113802A (en) * | 2015-08-26 | 2015-12-02 | 河南鸿宇工业装备工程有限公司 | Modular mounting technology of wall surface system of steel-structure door type frame |
-
2015
- 2015-12-15 CN CN201510935181.1A patent/CN105421792A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0726726A (en) * | 1993-05-14 | 1995-01-27 | Mitsubishi Heavy Ind Ltd | Zone module construction method for constructing steel structure |
| CN101451397A (en) * | 2007-12-05 | 2009-06-10 | 中冶天工建设有限公司 | Steel structure modularization construction process |
| CN103362314A (en) * | 2013-08-05 | 2013-10-23 | 徐州中煤百甲重钢科技有限公司 | Washing selecting coal plant modularization building method |
| CN105040986A (en) * | 2015-05-29 | 2015-11-11 | 河南鸿宇工业装备工程有限公司 | Modular mounting technology for steel-structure door type frame roof system |
| CN105113802A (en) * | 2015-08-26 | 2015-12-02 | 河南鸿宇工业装备工程有限公司 | Modular mounting technology of wall surface system of steel-structure door type frame |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107781505A (en) * | 2016-08-27 | 2018-03-09 | 中国二十冶集团有限公司 | The integrated installation method of aerial pipeline |
| CN108442530A (en) * | 2018-04-17 | 2018-08-24 | 中冶天工集团天津有限公司 | Construction method and structure of a frame or cylinder load-bearing high-rise modular building |
| CN109227110A (en) * | 2018-09-12 | 2019-01-18 | 中国二十冶集团有限公司 | The modularization assembling method of output strip line loop steel structure platform |
| CN109235903A (en) * | 2018-10-18 | 2019-01-18 | 中国化学工程第六建设有限公司 | Steel structure modularization construction method |
| CN109138448A (en) * | 2018-10-19 | 2019-01-04 | 防城港中重工有限公司 | The discontinuous pipe truss installation method of the curved knob in space |
| CN109530445A (en) * | 2018-10-29 | 2019-03-29 | 上海二十冶建设有限公司 | A kind of mill housing top platform modularization method for rapidly mounting |
| CN109812023A (en) * | 2019-02-16 | 2019-05-28 | 中建一局集团第一建筑有限公司 | Truss subsection accumulation lifting construction method for ladder working face |
| CN112276391A (en) * | 2020-10-19 | 2021-01-29 | 中国建筑第八工程局有限公司 | Installation method of spiral steel stairs in limited space |
| CN112627542A (en) * | 2020-10-30 | 2021-04-09 | 上海宝冶冶金工程有限公司 | Modular installation method of lime kiln steel structure |
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| RJ01 | Rejection of invention patent application after publication | ||
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Application publication date: 20160323 |