CN105178609B - Steel structure net rack high altitude bulk construction method - Google Patents

Steel structure net rack high altitude bulk construction method Download PDF

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Publication number
CN105178609B
CN105178609B CN201510558274.7A CN201510558274A CN105178609B CN 105178609 B CN105178609 B CN 105178609B CN 201510558274 A CN201510558274 A CN 201510558274A CN 105178609 B CN105178609 B CN 105178609B
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CN
China
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rack
construction
web
steel
starting
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CN201510558274.7A
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Chinese (zh)
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CN105178609A (en
Inventor
李长安
侯利成
舒伟强
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中建二局第三建筑工程有限公司
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Priority to CN201510558274.7A priority Critical patent/CN105178609B/en
Publication of CN105178609A publication Critical patent/CN105178609A/en
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Publication of CN105178609B publication Critical patent/CN105178609B/en

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Abstract

The invention discloses a kind of steel structure net rack high altitude bulk construction method, comprise the following steps:Step 1, steel structure net rack is divided into starting rack and follow-up rack;Step 2, scaffold construction platform is set up in starting rack position, then carries out starting Construction of The Grids using scaffold construction platform;Step 3, workmen carries out the construction of follow-up rack using rack of starting to walk as operating platform;In above-mentioned steps, before starting rack and follow-up Construction of The Grids is carried out, base parts and components bolt sphere, chord member and web member are spliced into assembled unit on ground, assembled unit is lifted to construction location and carries out starting rack and follow-up rack concatenation construction.The inventive method reduces the workload of scaffold building, and the reduction of circulation material consumption, while saving the scaffold building time, reduces construction cost.In addition, base parts and components are spliced into assembled unit and high-altitude assembled unit construction progress simultaneously on ground, being capable of accelerating construction progress.

Description

Steel structure net rack high altitude bulk construction method

Technical field

The invention belongs to steel structure net rack assembling technique field, more particularly to a kind of steel structure net rack high altitude bulk construction Method.

Background technology

Steel structure net rack is that the space linked according to certain space lattice form by plurality of rods part by node is tied Structure, its simple structure, easy to connect, stress are clear and definite, node stiffness by itself is big, lightweight and handsome in appearance etc..

The installation method of rack is a lot, generally:High altitude bulk, piecemeal Method for Installation, aerial sliding methed, whole hanging method Deng again wherein Assembly in pieces at height is divided into full Support Method, piecemeal activity Support Method, three kinds of method of encorbelmenting.The process of full Support Method is to take If a workbench essentially identical with rack size, rack is assembled on platform.The advantage of full Support Method is assembled quality It is easy to control, but have the following disadvantages:The workload of scaffold building is larger, and circulation material consumption is big, and time span is long, is constructed into This height, and be difficult to ensure that and complete on schedule, influence whole engineering to hand on schedule.

The content of the invention

It is an object of the invention to provide a kind of steel structure net rack high altitude bulk construction method, to solve the full Support Method pin of rack The workload of hand cradle is larger, and construction cost is big, the technical problem of rack installation cycle length.

The technical scheme that the present invention solves above-mentioned technical problem is as follows:A kind of steel structure net rack high altitude bulk construction method, Comprise the following steps:

Step 1, steel structure net rack is divided into starting rack and follow-up rack;

Step 2, scaffold construction platform is set up in starting rack position, is then started to walk using scaffold construction platform Construction of The Grids;

Step 3, workmen carries out the construction of follow-up rack using rack of starting to walk as operating platform;

In above-mentioned steps, before starting rack and follow-up Construction of The Grids is carried out, on ground by base parts and components bolt sphere, string Bar and web member are spliced into assembled unit, and assembled unit is lifted to construction location into progress starting rack and the splicing of follow-up rack is applied Work.

Steel structure net rack high altitude bulk construction method as described above of the invention, further, before step 1, in addition to The step of base parts and components taxonomic revision, base parts and components are carried out taxonomic revision, specification, species are stacked whole in order by size Together, it is easy to search in steel structure net rack installation process and uses.

Steel structure net rack high altitude bulk construction method as described above of the invention, further, in step 3, workmen During using rack of starting to walk as the construction of the follow-up rack of operating platform progress, follow-up rack is increased and supported, i.e., pin hand is set up on ground Frame or steel column support increase to follow-up rack to be supported.

Steel structure net rack high altitude bulk construction method as described above of the invention, further, whole steel structure net rack is installed After the completion of, check that whether correct all rod members, bolt sphere install, longitudinally, laterally length, bearing absolute altitude and center are inclined for measurement rack Shifting, the amount of deflection of rack deadweight.

Steel structure net rack high altitude bulk construction method as described above of the invention, further, the steel structure net rack includes Top boom, lower boom, bolt sphere and web member;The top boom connects and composes the upper strata of rack with upper bolt ball;The lower edge Bar connects and composes the lower floor of rack with lower bolt ball;The web member connects with corresponding upper bolt ball and lower bolt ball respectively Connect.

Steel structure net rack high altitude bulk construction method as described above of the invention, further, the assembled unit includes two Root top boom, two web members and a bolt sphere;The top boom and web member are connected in the bolt sphere.

Or, the assembled unit includes four web members and a bolt sphere;The web member is connected in the bolt sphere, Form corner wimble structure.

Or, the assembled unit includes two top booms, a web member and a bolt sphere;The top boom and web member It is connected in the bolt sphere.

The beneficial effects of the invention are as follows:

Steel structure net rack is divided into starting rack and follow-up rack by the inventive method;Only pin hand is set up in starting rack position Frame operation platform, then carries out starting Construction of The Grids using scaffold construction platform;The workload of scaffold building is reduced, week Turn material usage reduction, while saving the scaffold building time, reduce construction cost.In addition, carry out starting rack and Before follow-up Construction of The Grids, base parts and components bolt sphere, chord member and web member are spliced into assembled unit on ground, assembled unit is hung It is filled to after construction location and carries out starting rack and follow-up rack concatenation construction.Ground construction and high-altitude construction are carried out simultaneously, can Accelerating construction progress.The inventive method is that whole engineering is handed over there is provided time guarantee on schedule.

Brief description of the drawings

By the detailed description made in conjunction with the following drawings, above-mentioned and/or other aspects of the invention and advantage will become Become apparent from and be easier to understand, these accompanying drawings are schematical, are not intended to limit the present invention, wherein:

Fig. 1 is the steel structure net rack high altitude bulk construction method schematic flow sheet of an embodiment of the present invention;

Fig. 2 is the starting rack and follow-up rack schematic diagram of an embodiment of the present invention;

Fig. 3 is the assembled unit schematic diagram of the first embodiment of the invention;

Fig. 4 is the assembled unit schematic diagram of second of embodiment of the invention;

Fig. 5 is the assembled unit schematic diagram of the third embodiment of the invention;

Fig. 6 A-6F are the assembled process schematic of starting rack.

In accompanying drawing, the list of parts representated by each label is as follows:

1st, start to walk rack, 2, follow-up rack, 3, bolt sphere, 4, top boom, 5, web member, 6, lower boom, 7, one ball one winds up The pyrometric cone of two web members, 8, one ball two winds up the quadrangular pyramids of two web members.

Embodiment

Hereinafter, the embodiment of the steel structure net rack high altitude bulk construction method of the present invention is described with reference to the accompanying drawings.

The embodiment recorded herein is the specific embodiment of the present invention, the design for illustrating the present invention, It is explanatory and exemplary, should not be construed as the limitation to embodiment of the present invention and the scope of the invention.Except what is recorded herein Implement exception, those skilled in the art can also be based on the application claims and specification disclosure of that using aobvious The other technical schemes being clear to, these technical schemes include any obvious using making for the embodiment to recording herein The technical scheme of substitutions and modifications.

The embodiment of the present invention provides a kind of steel structure net rack high altitude bulk construction method, comprises the following steps:

The step of base parts and components taxonomic revision, base parts and components are carried out taxonomic revision, specification, species be in due order by size Sequence stacks neat, is easy to search in steel structure net rack installation process and uses.

Step 1, steel structure net rack is divided into starting rack 1 and follow-up rack 2, as shown in Figure 2;

Step 2, scaffold construction platform is set up in starting rack 1 position, is then risen using scaffold construction platform Walk Construction of The Grids;

Step 3, workmen carries out the construction of follow-up rack 2 with rack 1 of starting to walk for operating platform;

Step 4, after whole steel structure net rack installation, check that whether correct all rod members, bolt sphere install, measure net The frame amount of deflection that longitudinally, laterally length, bearing absolute altitude and off-centring, rack are conducted oneself with dignity.

In above-mentioned steps, carry out starting rack and follow-up Construction of The Grids before, ground by base parts and components bolt sphere 3, Chord member(Top boom 4 and lower boom 6)Assembled unit is spliced into web member 5, assembled unit is lifted and risen to construction location Walk rack and follow-up rack concatenation construction.

The above embodiment of the present invention has advantages below:

Steel structure net rack is divided into starting rack and follow-up rack by the method for above-described embodiment;Only taken in starting rack position If scaffold construction platform, then starting Construction of The Grids is carried out using scaffold construction platform;Reduce the work of scaffold building Measure, the reduction of circulation material consumption, while saving the scaffold building time, reduces construction cost.In addition, being started to walk Before rack and follow-up Construction of The Grids, base parts and components bolt sphere, chord member and web member are spliced into assembled unit on ground, will be combined Starting rack and follow-up rack concatenation construction are carried out after unit lifting to construction location.Ground construction and high-altitude construction are entered simultaneously OK, being capable of accelerating construction progress.The inventive method is that whole engineering is handed over there is provided time guarantee on schedule.

Steel structure net rack high altitude bulk construction method as described above of the invention, further, in step 3, workmen During using rack of starting to walk as the construction of the follow-up rack of operating platform progress, follow-up rack is increased and supported, i.e., pin hand is set up on ground Frame or steel column support increase to follow-up rack to be supported.

In the steel structure net rack high altitude bulk construction method of the above embodiment of the present invention, the steel structure net rack includes upper Chord member, lower boom, bolt sphere and web member;The top boom connects and composes the upper strata of rack with upper bolt ball;The lower boom The lower floor of rack is connected and composed with lower bolt ball;The web member connects with corresponding upper bolt ball and lower bolt ball respectively Connect.

In the steel structure net rack high altitude bulk construction method of the above embodiment of the present invention, as shown in figure 3, the combination is single Member includes two top booms, two web members and a bolt sphere;The top boom and web member are connected in the bolt sphere.Or Person, as shown in figure 4, the assembled unit includes four web members and a bolt sphere;The web member is connected in the bolt sphere, Form corner wimble structure.Or, as shown in figure 5, the assembled unit includes two top booms, a web member and a bolt Ball;The top boom and web member are connected in the bolt sphere.

In order to further illustrate steel structure net rack high altitude bulk construction method of the present invention, had below by taking certain engineering as an example Body explanation.As shown in figure 1, the schematic flow sheet of the engineering construction.

First, preparation of construction

Civil engineering unit application level instrument the relative elevation of rack embedded board on civil engineering bearing-surface is all measured be indicated in it is flat At the corresponding position of face drawing, and this datagram is supplied to project supervision and rack installation engineer, as installation and to each The foundation that supporting-point repetition measurement is checked and accepted.

2nd, construction march into the arena material division

Rack is using the assembled formation standard of scaffold coordinative construction platform across then to one side assembled unit Assembly in pieces at height Install, installed from one side to another side, standard across be installed as this installation emphasis.Rack in a pre-installation parts, Such as rod member, bolt sphere, taxonomic revision is carried out, by specification size, numbering species marshalling in order, is easy in installation process Lookup is used.Then needing rod member to be mounted, bolt sphere to arrange out by the sequencing of installation, everything preparation The installation on ground of rack is can be carried out after carrying out.The classification of front bolt ball is installed to put.

2nd, rod member for grid gets well into assembled unit according to erection sequence in installation on ground, is put by construction location.

3rd, the assembly of starting rack

The 1st, lower edge plane grid is installed, by first across bearing install in place, install first across lower bolt sphere, a lower edge Bar, constitutes fore-and-aft plane grid, as shown in Figure 6A;Sequence interim fulcrum, it is ensured that lower bolt sphere is in same level;Install first Web member and upper bolt sphere between unit, usually first cone is the junior unit of the web member of a ball four, rear in place to be twisted with lower bolt sphere Enter, fix, as shown in Figure 6B;It is the pyrometric cone for first filling the web member of one chord member of a ball two to have bored for second, as shown in Figure 6 C, is then filled out Enter other two web members, as shown in Figure 6 D, the progressively rack of the complete first module of cycle installation, as illustrated in fig. 6e.

The 2nd, the inverted triangle grid that winds up is installed;Rack second unit is risen using side after installing assembling, as fig 6 f illustrates, from end bay Start to install a ball one first to wind up the pyrometric cones 7 of two web members, then a ball two is installed and is winded up the quadrangular pyramids 8 of two web members, by two Diagonal web member is supported in lower bolt sphere, up tenses top boom, is made top boom progressively close to mounted upper bolt sphere, is twisted Enter.

4th, the high altitude bulk of follow-up rack

Assembly in pieces at height is by the component of rack(Base parts and components or assembled unit)Design attitude is hung to directly to be spelled The method of dress.When aiding in high assembling method using suspender, the amount of deflection of rack installation process should be controlled, increase otherwise should be taken to support Measure, need to be set up on ground scaffold or steel column support install.

1st, base parts and components are spliced into assembled unit;

Rack is reasonably divided into various assembled units according to actual conditions:For example, directly by single rod member, single section Point, the bar of a ball one, the bar of two ball one are always combined into rack.Such as, by assembled unit, the bar of a ball four(Corner cone), a ball three Bar(Triangular pyramids)Always it is combined into rack;In another example, intermediate combination unit is constituted by assembled unit and is always combined into rack again.

2nd, temporary support point is set:Temporary support point arrangement is carried out by rack erection sequence, and supporting-point arrangement should be uniform.Should The total settlement caused by factor such as joint distortion, elastic compression, foundation settlement of support will be supported to control in below 5mm, supporting-point Place can set the jack of adjustment absolute altitude between rack lower edge and support.

3rd, grid structure with bolt-sphere joints is always spelled:

Bolt-ball net frame first across start assembly when, be usually first spell lower edge, by the absolute altitude of lower edge, axis trimming it is good after, Bolt all is tightened, is played the role of positioning.

Then it is attached web member and winds up.It is general in construction to use the combination list that quadrangular pyramid is combined into web member that winds up Member, is combined the installation of unit.The bolt of each assembled unit should be tightened simultaneously, and indivedual bolt quilts should be prevented during construction Jam-packed, causes bolt to be effectively installed in place.

Later lower edge and another side web member can be installed using single-piece, it would however also be possible to employ the method for installing quadrangular pyramid is entered Row is installed.Circulation carries out the installation of above-mentioned steps, completes the installation of whole rack.Rack is installed general using a grid as one Row, promotes by row.

4th, net rack support dropping place:

Net rack support dropping place refer to rack it is assembled after the completion of supporting-point on striking, make rack by temporary support state Operating process of the smooth transition to the permanent bearing of design.Rack dropping place should follow following principle:Pass through during the dismounting of temporary support The jack being placed on bearing repeatedly circulates micro decline to realize that load equilibrium is shifted.Need to check under jack before dropping place Whether drop stroke meets the requirement of the deflection value, to consider because rack sinking causes stroke to increase when calculating jack stroke Value, enough stroke surplus is reserved accordingly.

5th, the inspection and measurement of rack and subsequent treatment

After whole rack installation comprehensively, it is necessary to checked, check whether bolt is tightened, now jackscrew should be in height The position of strength bolt keyway deep trouth.Whether correct the parts such as all rod members, ball install, and whether there is deformation.Rack longitudinal direction, horizontal stroke should be measured The amount of deflection conducted oneself with dignity to length, bearing absolute altitude and off-centring, rack.

The tolerance that steel grid structure is installed(mm)

The subsequent treatment of rack

Rack carries out benefit brush to the bolt sphere that is touched off in work progress, sleeve paint after installing, unnecessary cavity and Gap is blocked with oil loam.

Each technical characteristic of above-mentioned disclosure is not limited to disclosed and further feature combination, and those skilled in the art are also Other combinations between each technical characteristic can be carried out according to the purpose of invention, are defined by the purpose for realizing the present invention.

Claims (3)

1. a kind of steel structure net rack high altitude bulk construction method, comprises the following steps:
Step 1, steel structure net rack is divided into starting rack and follow-up rack;
Step 2, scaffold construction platform is set up in starting rack position, then carries out starting rack using scaffold construction platform Construction;
Step 3, workmen carries out the construction of follow-up rack using rack of starting to walk as operating platform;Workmen using start to walk rack as When operating platform carries out the construction of follow-up rack, follow-up rack is increased and supported, i.e., scaffold or steel column support are set up on ground Follow-up rack is increased and supported;
In above-mentioned steps, carry out starting rack and follow-up Construction of The Grids before, ground by base parts and components bolt sphere, chord member and Web member is spliced into assembled unit, and assembled unit is lifted to construction location and carries out starting rack and follow-up rack concatenation construction;
The steel structure net rack includes top boom, lower boom, bolt sphere and web member;The top boom is connected structure with upper bolt ball Into the upper strata of rack;The lower boom connects and composes the lower floor of rack with lower bolt ball;The web member respectively with it is corresponding on Portion's bolt sphere and the connection of lower bolt ball;
The assembled unit includes two top booms, two web members and a bolt sphere;The top boom and web member are connected to institute State in bolt sphere;Or, the assembled unit includes four web members and a bolt sphere;The web member is connected to the bolt sphere On, form corner wimble structure;Or, the assembled unit includes two top booms, a web member and a bolt sphere;On described Chord member and web member are connected in the bolt sphere;
The assembly of starting rack includes installing lower edge plane grid and installation and winded up inverted triangle grid;
Lower edge plane grid is installed, by first across bearing install in place, install first across lower bolt sphere, a lower boom, group Into fore-and-aft plane grid;Sequence interim fulcrum, it is ensured that lower bolt sphere is in same level;Install first module between web member with it is upper Bolt sphere, first cone for the web member of a ball four junior unit, it is in place after be screwed into lower bolt sphere, it is fixed;Second has been bored as first The pyrometric cone of the web member of one chord member of a ball two is filled, other two web members are then filled with, progressively the rack of the complete first module of cycle installation;
Installation is winded up inverted triangle grid, and rack second unit rises using side and assembled after installing, and installs a ball first since end bay One pyrometric cone for winding up two web members, then installs a ball two and winds up the quadrangular pyramids of two web members, two diagonal web members are supported on into lower bolt On ball, top boom is up tensed, top boom progressively close to mounted upper bolt sphere, is screwed into.
2. steel structure net rack high altitude bulk construction method according to claim 1, it is characterised in that before step 1, also The step of including base parts and components taxonomic revision, base parts and components are carried out taxonomic revision, by size specification, species heap in order Put neat, be easy to search in steel structure net rack installation process and use.
3. steel structure net rack high altitude bulk construction method according to claim 1, it is characterised in that whole steel structure net rack After installation, check that whether correct all rod members, bolt sphere install, measurement rack longitudinally, laterally length, bearing absolute altitude and in Heart skew, the amount of deflection of rack deadweight.
CN201510558274.7A 2015-09-06 2015-09-06 Steel structure net rack high altitude bulk construction method CN105178609B (en)

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Application Number Priority Date Filing Date Title
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CN105178609B true CN105178609B (en) 2017-07-28

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Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106592760B (en) * 2016-12-29 2019-03-01 青建集团股份公司 Bolt-ball net frame high-altitude, which dissipates, spells construction method
CN107165269A (en) * 2017-06-16 2017-09-15 中国五冶集团有限公司 A kind of method that use hanger structure installs high-altitude bolt-ball net frame
CN108396970A (en) * 2018-03-15 2018-08-14 江苏恒久钢构有限公司 A kind of integral installation method of plane grid
CN108952242A (en) * 2018-08-11 2018-12-07 中国电建集团贵州电力设计研究院有限公司 A kind of construction method of indoor coal storage yard arch-shaped space truss
CN109235902A (en) * 2018-09-26 2019-01-18 中建钢构有限公司 Positive quadrangular pyramid bolt-ball net frame multi-point support high-altitude dissipates splicing method
CN110528891A (en) * 2019-09-06 2019-12-03 成都建工第一建筑工程有限公司 Large-span Spherical rack integral hoisting method

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JP2007284922A (en) * 2006-04-13 2007-11-01 Shimizu Corp Method of constructing steel frame of building
CN101100876A (en) * 2007-08-02 2008-01-09 中国建筑第七工程局 Net-shell net-rack overhanging high altitude bulk construction method for bolt sphere node
CN102003078A (en) * 2010-12-24 2011-04-06 青建集团股份公司 Assembling method of net rack
CN102345393A (en) * 2011-07-14 2012-02-08 中建八局第四建设有限公司 High-altitude bulk process of bolt ball net frame
CN102425326A (en) * 2011-09-14 2012-04-25 徐州中煤百甲重钢结构有限公司 Installation construction process of bolt net rack cylindrical shell storage bin

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007284922A (en) * 2006-04-13 2007-11-01 Shimizu Corp Method of constructing steel frame of building
CN101100876A (en) * 2007-08-02 2008-01-09 中国建筑第七工程局 Net-shell net-rack overhanging high altitude bulk construction method for bolt sphere node
CN102003078A (en) * 2010-12-24 2011-04-06 青建集团股份公司 Assembling method of net rack
CN102345393A (en) * 2011-07-14 2012-02-08 中建八局第四建设有限公司 High-altitude bulk process of bolt ball net frame
CN102425326A (en) * 2011-09-14 2012-04-25 徐州中煤百甲重钢结构有限公司 Installation construction process of bolt net rack cylindrical shell storage bin

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