CN106906902A - A kind of safe and stable formed steel construction building - Google Patents
A kind of safe and stable formed steel construction building Download PDFInfo
- Publication number
- CN106906902A CN106906902A CN201710173619.6A CN201710173619A CN106906902A CN 106906902 A CN106906902 A CN 106906902A CN 201710173619 A CN201710173619 A CN 201710173619A CN 106906902 A CN106906902 A CN 106906902A
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- Prior art keywords
- truss
- skylight
- main
- main couple
- ring
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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
-
- 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
- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses safety,Stable type steel building,Including truss and skylight,Wherein,The truss is made up of left truss and right truss,Left truss and right truss are by main couple,Jack truss and ring truss are constituted,Moulding bed is provided with below main couple,Jack truss is provided between two main couples,And the side between main couple positioned at jack truss is provided with tie-beam,Outside main couple is provided with the outside of main couple,The other end of outside main couple is connected by ring truss,Main couple is fixed near the one end on ground by embedded part,Middle main steel truss and middle jack truss are provided between left truss and right truss,Skylight is in the middle of two between main steel truss,Heretofore described one kind safety,Stable type steel building,Its simple structure,It is easy for installation,By between left truss and right truss, skylight is set,Described skylight is engaged with left and right truss,Mechanical requirements can be better met,While special-shaped effect is ensured,Effectively ensure its safety and stability for using.
Description
Technical field
The invention belongs to manufacture of steel structure field, more particularly to a kind of safe and stable formed steel construction building.
Background technology
With the high speed development of architectural engineering, the structure of many super-spans and many novel building moulding are occurred in that, this
A little structures and moulding are extremely complex, in order that the requirement of Structure adaptation architectural image, it is necessary to some components in structure with
The Curvature varying of structure and change, these change includes component bending, reverse and abnormity, concrete structure because itself it is heavy with
Later stage bearing capacity can not be implemented separately these moulding.Therefore, for irregular building, its construction quality will be related to this
The architectural image of project subject, therefore construction to such structural elements and design propose requirement higher, and how to ensure
Blade face punching block while with larger twisting magnitude, also with characteristics such as excellent structural strengths, it is necessary to technical staff enters
The accurate design of row.
This engineering is a stadiums, its overall floorage 42122.47 ㎡；Comprising four single buildings：Art Building
（Odeum）Building, gymnasium building, natatorium building, museum（Convention and Exhibition Hall）Building, field house and vestibule, wherein skill
Art shop is built without steel construction, and this arrangement and method for construction is not specifically described.The ㎡ of this engineering overall floorage 42122.47；Wherein：Art
Building（Odeum）The ㎡ of construction area 8740, the ㎡ of gymnasium construction area 6513, the ㎡ of natatorium construction area 4575.52, museum
（Convention and Exhibition Hall）The ㎡ of construction area 7143.88, the ㎡ of field house area 15150.07.
Steel construction due to its be mainly it is assembled by steel pipe, its to structure design rationality requirement it is very high, its
It is not only and simply builds a moulding out, it must needs to meet mechanics principle, the support for allowing it to ensure whole building
And load.
The content of the invention
Goal of the invention：In order to overcome the above not enough, built it is an object of the invention to provide a kind of safe and stable formed steel construction
Build, its simple structure, reasonable in design, high degree of automation, reduce manual labor amount, improve operating efficiency.
Technical scheme：To achieve these goals, built the invention provides a kind of safe and stable formed steel construction, including
Truss and skylight, wherein, the truss is made up of left truss and right truss, and the left truss and right truss are by main couple, secondary
Truss and ring truss are constituted, and moulding bed is provided with below the main couple, and the jack truss is provided between two main couples, and the master
Side between truss positioned at jack truss is provided with tie-beam, and outside main couple, the outside master are provided with the outside of the main couple
The other end of truss is connected by ring truss, and the main couple is fixed near the one end on ground by embedded part, the left truss and
Middle main steel truss and middle jack truss are provided between right truss, the skylight is located in the middle of two between main steel truss, the left side
Truss and right truss are in symmetric design, and the skylight is engaged with truss limit.
Heretofore described a kind of safe and stable formed steel construction building, its simple structure is easy for installation, by a left side
Skylight is set between truss and right truss, and, described skylight is engaged with left and right truss, allows it to meet client and exists
Demand in abnormal shape, meanwhile, also allow it to better meet mechanical requirements, while special-shaped effect is ensured, allow it can
The requirement of bearing capacity and support force that building self stability and later stage use is better met, effectively ensures what it was used
Safety and stability.
Heretofore described skylight uses dome-shaped skylight, and the design of wherein dome-shaped skylight not only increases its daylighting
Area, also greatly improves its support performance, further improves the stability of whole building.
Heretofore described main couple is located at and time rod member is provided between the one end on ground and ring truss, described rod member lower section
Temporary support is provided with, the setting of secondary rod member further improves the stability of its structure and the security of connection.
Be provided between the outside of heretofore described rod member and main couple and ring truss and encorbelmented, and it is described encorbelment between
It is provided with monolithic truss.
Heretofore described skylight includes central truss, skylight ring truss, middle string box-girder, middle string linking beam and purlin of winding up
Frame, located at the outside of central truss, on skylight ring truss, the middle string connects the middle string box-girder skylight ring truss
Binder is on middle string box-girder；The truss that winds up is located at the top of middle string linking beam, the middle string box-girder and skylight ring
Truss and the truss that winds up are connected by support frame；The truss that winds up is located between central truss and the truss that winds up.In the present invention
The design of the skylight structure, not only allows its daylighting to reach maximum efficiency, while also allowing it to reach perfection with the left and right truss of both sides
Matching, so as to the demand for allowing it both to meet structure design and daylighting, at the same also further increase total stabilization
The security that property and later stage use.
Heretofore described main couple constitutes large-span truss by the main steel truss of multistage, allows it can be according to actual demand
Its length is carried out, the adjustable of size is realized.
A kind of construction technology of safe and stable formed steel construction building in the present invention, specific construction technology is as follows：
（1）：It is in face of required various truss on ground first：Main couple, jack truss, ring truss, outside main couple, middle master
The various truss being related in steel truss, middle jack truss and monolithic truss and skylight carry out assembly；
（2）：After the various truss needed in work progress are assembled good, left truss is assembled first, first referred on the ground
Fixed position carries out moulding bed and builds；
（3）：After moulding bed is put up, positioning is measured to the main steel truss of first paragraph in main couple, and two groups of guys are set
Rope is fixed temporarily, is then sling by crane, is put on the moulding bed put up；
（4）：After the main steel truss of first paragraph in previous step is placed, pass through crane again in a manner mentioned above by second segment master
Steel truss is sling the position for being put into and specifying, and absolute altitude between the main steel truss of its first paragraph is consistent, then is adjusted between truss
Gap；
（5）：After the main steel truss of second segment has been lifted, the main steel truss place of being attached of itself and first paragraph is welded, welded
After the completion of cut off otic placode be installed, then repair welding is carried out to the position, after the completion of welding, docking port is polished, and allows its Cheng Guang to slip over
Degree；
（6）：According to being actually needed for construction, repeat step（4）With（5）The assembling of main couple is carried out, until it reaches construction institute
The size requirement for needing；
（7）：Then according to above-mentioned identical method, repeat step（2）Extremely（7）The right truss of another side is installed；
（8）：Then in the main steel truss middle setting jack truss of main couple two, and its both sides is fixed；
（9）：Treat after the completion of jack truss lifting, tie-beam is lifted positioned at the side of jack truss between main couple；
（10）：After the completion of beam lifting to be connected, in specified position, ring truss is lifted, and in main couple and ring truss
Between lift outside main couple；
（11）：Then in a manner mentioned above, repeat step（9）Arrive（11）The remaining part of right truss is installed；
（12）：Treat in previous step after the completion of right truss installa-tion, set between left truss and right truss in the middle of main steel truss, and
It is welded with the interface of left truss and right truss, then the jack truss in the middle of the side of middle main steel truss is installed,
And it is welded with the junction of middle main steel truss and ring truss；
（13）：After the completion for the treatment of middle jack truss erecting and welding, then skylight is set between main steel truss in the middle of two, is hung using two
Car lifts skylight；
（14）：After skylight installation terminates, temporary support is built between main couple and ring truss, and by crane at both
Between lifting time rod member, the junction between secondary rod member and main couple and ring truss is welded；
（15）：Treat after the completion of time member erection, encorbelmented in the outside lifting of main couple and secondary rod member, encorbelmented in lifting, and it is right
It is welded and fixed；
（16）：During lifting of encorbelmenting, two panels truss is combined and is linked together with temporary support laggard in-between
Row lifting；
（17）：Then monolithic truss is lifted in the outside encorbelmented again, according to above-mentioned steps（16）Extremely（17）Identical method is completed
The installation of encorbelmenting of whole building.
In the present invention in the docking of each part, it is ensured that the precision of splicing mouth, while the contraction that reserved truss welding is produced
Amount, after the completion of butt welding, otic placode is installed in excision, then carries out repair welding to the position, is waited after the completion of whole welding jobs, should be docked
Mouth be polished into it is smooth excessively.
The processing technology of heretofore described skylight is as follows：
（1）：First according to moulding bed is set up the need for construction on the ground, then the drawing and parameter according to construction are on moulding bed
Assembly is carried out to central truss；
（2）：Treat after the completion of its assembly, the specified location on the outside of central truss on ring truss to carrying out assembly；
（3）：After the completion for the treatment of that ring truss is assembled, then the string box-girder in installation on ring truss；
（4）：After after middle string box-girder installation, then string linking beam in being installed on middle string box-girder links in middle string again
The top of beam sets the truss that winds up；
(5):After the truss installa-tion that winds up is good, support frame is set between middle string box-girder and the truss that winds up, and it is spelled
Dress.
Above-mentioned technical proposal can be seen that the present invention and have the advantages that：
1st, heretofore described a kind of safe and stable formed steel construction building, its simple structure is easy for installation, by left purlin
Skylight is set between frame and right truss, and, described skylight is engaged with left and right truss, allows it to meet client different
Demand in type, meanwhile, also allow it to better meet mechanical requirements, while special-shaped effect is ensured, allow it can be more
The requirement of bearing capacity and support force that good satisfaction building self stability and later stage use, effectively ensures its peace for using
Full property and stability.
2nd, heretofore described skylight includes central truss, skylight ring truss, middle string box-girder, middle string linking beam and winds up
Truss, the skylight ring truss is located on skylight ring truss located at the outside of central truss, the middle string box-girder, the middle string
Linking beam is on middle string box-girder；The truss that winds up is located at the top of middle string linking beam, the middle string box-girder and skylight
Ring truss and the truss that winds up are connected by support frame；The truss that winds up is located between central truss and the truss that winds up.The present invention
In the skylight structure design, not only allow its daylighting to reach maximum efficiency, while also allowing it to be reached with the left and right truss of both sides
Beautiful matching, so as to the demand for allowing it both to meet structure design and daylighting, while it is steady also to further increase total
The security that the qualitative and later stage uses.
Brief description of the drawings
Fig. 1 is structural representation of the invention；
Fig. 2 is the structural representation of left truss and right truss in the present invention；
Fig. 3 is the partial enlarged drawing of skylight in the present invention；
In figure：Truss -1, skylight -2, left truss -3, right truss -4, secondary rod member -5, temporary support -6, main couple -31, secondary purlin
Frame -32, ring truss -33, moulding bed -34, outside main couple -35, middle main steel truss -36, middle jack truss -37, central truss -
21st, skylight ring truss -22, middle string box-girder -23, middle string linking beam -24, the truss -25 that winds up, support frame -26, -7, list of encorbelmenting
Piece truss -71.
Specific embodiment
Below in conjunction with the accompanying drawings and specific embodiment, the present invention is furture elucidated.
Embodiment
A kind of safe and stable formed steel construction building as shown in Figure 1 to Figure 3, including：Truss 1 and skylight 2, wherein, it is described
Truss 1 is made up of left truss 3 and right truss 4, and the left truss 3 and right truss 4 are by main couple 31, jack truss 32 and ring truss
33 are constituted；
Above-mentioned each parts relationship：
The lower section of the main couple 31 is provided with moulding bed 34, and the jack truss 32 is provided between two main couples 31, and the main couple
Tie-beam 5 is provided with positioned at the side of jack truss 32 between 31, the outside of the main couple 31 is provided with outside main couple 35, described outer
The other end of side main couple 35 is connected by ring truss 33, and the main couple 31 is fixed near the one end on ground by embedded part, institute
State and middle main steel truss 36 and middle jack truss 37 are provided between left truss 3 and right truss 1, the skylight 2 is main in the middle of two
Between steel truss 36, the left truss 3 and right truss 4 are in symmetric design, and the skylight 2 is engaged with the limit of truss 1.
Skylight 2 described in the present embodiment is using dome-shaped skylight 2.
Main couple 31 described in the present embodiment is located at and time rod member 5 is provided between the one end on ground and ring truss 33, described time
The lower section of rod member 5 is provided with temporary support 6.
It is provided between the outside of time rod member 5 described in the present embodiment and main couple 31 and ring truss 33 and encorbelments 7, and it is described
Encorbelment and be provided with monolithic truss 71 between 7.
Skylight 2 described in the present embodiment includes that central truss 21, skylight ring truss 22, middle string box-girder 23, middle string are linked
Beam 24 and the truss 25 that winds up, the skylight ring truss 22 are located at day located at the outside of central truss 21, the middle string box-girder 23
On window ring truss 22, the middle string linking beam 24 is on middle string box-girder 23；The truss 25 that winds up is located at middle string linking beam
24 top, the middle string box-girder 23 is connected with skylight ring truss 22 and the truss 25 that winds up by support frame 26；It is described to wind up
Truss 25 is located between central truss 21 and the truss 25 that winds up.
Main couple 31 described in the present embodiment constitutes large-span truss by the main steel truss of multistage.
Embodiment 2
A kind of safe and stable formed steel construction building as depicted, including：Truss 1 and skylight 2, wherein, the truss 1 is by a left side
Truss 3 and right truss 4 are constituted, and the left truss 3 and right truss 4 are constituted by main couple 31, jack truss 32 and ring truss 33；
Above-mentioned each parts relationship：
The lower section of the main couple 31 is provided with moulding bed 34, and the jack truss 32 is provided between two main couples 31, and the main couple
Tie-beam 5 is provided with positioned at the side of jack truss 32 between 31, the outside of the main couple 31 is provided with outside main couple 35, described outer
The other end of side main couple 35 is connected by ring truss 33, and the main couple 31 is fixed near the one end on ground by embedded part, institute
State and middle main steel truss 36 and middle jack truss 37 are provided between left truss 3 and right truss 1, the skylight 2 is main in the middle of two
Between steel truss 36, the left truss 3 and right truss 4 are in symmetric design, and the skylight 2 is engaged with the limit of truss 1.
Skylight 2 described in the present embodiment is using dome-shaped skylight 2.
Main couple 31 described in the present embodiment is located at and time rod member 5 is provided between the one end on ground and ring truss 33, described time
The lower section of rod member 5 is provided with temporary support 6.
It is provided between the outside of time rod member 5 described in the present embodiment and main couple 31 and ring truss 33 and encorbelments 7, and it is described
Encorbelment and be provided with monolithic truss 71 between 7.
Skylight 2 described in the present embodiment includes that central truss 21, skylight ring truss 22, middle string box-girder 23, middle string are linked
Beam 24 and the truss 25 that winds up, the skylight ring truss 22 are located at day located at the outside of central truss 21, the middle string box-girder 23
On window ring truss 22, the middle string linking beam 24 is on middle string box-girder 23；The truss 25 that winds up is located at middle string linking beam
24 top, the middle string box-girder 23 is connected with skylight ring truss 22 and the truss 25 that winds up by support frame 26；It is described to wind up
Truss 25 is located between central truss 21 and the truss 25 that winds up.
Main couple 31 described in the present embodiment constitutes large-span truss by the main steel truss of multistage.
A kind of construction technology of safe and stable formed steel construction building in the present embodiment, specific construction technology is as follows：
（1）：It is in face of required various truss on ground first：Main couple 31, jack truss 32, ring truss 33, outside main couple
35th, the various truss being related in middle main steel truss 36, middle jack truss 37 and monolithic truss 1 and skylight 2 carry out assembly；
（2）：After the various truss needed in work progress are assembled good, left truss 3 is assembled first, first referred on the ground
Fixed position carries out moulding bed 34 and builds；
（3）：After moulding bed 34 is put up, positioning is measured to the main steel truss of first paragraph in main couple 31, and set two groups
Cable wind rope is fixed temporarily, is then sling by crane, is put on the moulding bed 34 put up；
（4）：After the main steel truss of first paragraph in previous step is placed, pass through crane again in a manner mentioned above by second segment master
Steel truss is sling the position for being put into and specifying, and absolute altitude between the main steel truss of its first paragraph is consistent, then is adjusted between truss
Gap；
（5）：After the main steel truss of second segment has been lifted, the main steel truss place of being attached of itself and first paragraph is welded, welded
After the completion of cut off otic placode be installed, then repair welding is carried out to the position;After the completion of welding, docking port is polished, and allows its Cheng Guang to slip over
Degree；
（6）：According to being actually needed for construction, repeat step（4）With（5）The assembling of main couple 31 is carried out, until it reaches construction
Required size requirement；
（7）：Then according to above-mentioned identical method, repeat step（2）Extremely（7）The right truss 4 of another side is installed；
（8）：Then in 2 liang of main steel truss middle setting jack truss 32 of main couple, and its both sides is fixed；
（9）：After the completion for the treatment of that jack truss 32 is lifted, positioned at the side lifting tie-beam 5 of jack truss 32 between main couple 31；
（10）：After the completion of beam to be connected 5 is lifted, in specified position, ring truss 33 is lifted, and in main couple 31 and ring
Outside main couple 35 is lifted between truss 33；
（11）：Then in a manner mentioned above, repeat step（8）Arrive（10）The remaining part of right truss 4 is installed；
（12）：After after the installation of right truss 4 in previous step, middle main steel truss is set between left truss 3 and right truss 4
36, and it is welded with the interface of left truss 3 and right truss 4, then in the side of middle main steel truss 36 is installed
Between jack truss 37 and it is welded with the junction of middle main steel truss 36 and ring truss 33；
（13）：After the completion for the treatment of the erecting and welding of middle jack truss 37, then skylight 2 is set between main steel truss 36 in the middle of two, uses
Two cranes lift skylight 2；
（14）：After the installation of skylight 2 terminates, temporary support is built between main couple 31 and ring truss 33, and exist by crane
Time rod member 5 is lifted between the two, and the junction between secondary rod member 5 and main couple 31 and ring truss 33 is welded；
（15）：After the completion for the treatment of that time rod member 5 is lifted, 7 are encorbelmented in the outside lifting of main couple 31 and secondary rod member 5, encorbelmented in lifting
7, and it is welded and fixed；
（16）：During 7 liftings of encorbelmenting, two panels truss is combined and is linked together with temporary support laggard in-between
Row lifting；
（17）：Then again encorbelment 7 outside lifting monolithic truss 71, according to above-mentioned steps（15）Extremely（16）Identical method is complete
Into 7 installations of encorbelmenting of whole building.
In the present embodiment in the docking of each part, it is ensured that the precision of splicing mouth, while the receipts that reserved truss welding is produced
Contracting amount, after the completion of butt welding, otic placode is installed in excision, then carries out repair welding to the position, is waited after the completion of whole welding jobs, is tackled
Interface be polished into it is smooth excessively.
The processing technology of skylight 2 described in the present embodiment is as follows：
（1）：First according to moulding bed is set up the need for construction on the ground, then the drawing and parameter according to construction are on moulding bed
Assembly is carried out to central truss 21；
（2）：Treat after the completion of its assembly, the specified location on the outside of central truss 21 on ring truss 22 to carrying out assembly；
（3）：After the completion for the treatment of the assembly of ring truss 22, then string box-girder 23 in being installed on ring truss 22；
（4）：After after the installation of middle string box-girder 23, string linking beam 24 in being installed on middle string box-girder 23, then again in
The top of string linking beam 24 sets the truss 25 that winds up；
(5):After the truss 25 that winds up is installed, support frame 26 is set between middle string box-girder 23 and the truss 25 that winds up, and it is right
It carries out assembly.
A kind of construction technology of safe and stable formed steel construction building, the docking points for attention of each part in the present embodiment：
It is assembled that A, truss overhead connection should carry out docking when assembled in strict accordance with the absolute altitude of design and axial location；
Rational welding sequence should be specified according to actual assembled measurement length or the lateral bending situation of every Pin when B, welding, made
Welding deformation reaches minimum；
C, measurement should be tracked carries out, and in time situations such as the sedimentation of observation bearing support, and the absolute altitude, axis to the node of truss are made
Adjustment；
In work high above the ground during D, truss installa-tion, the cat ladder for walking up and down should be set on the bearing support of high-altitude, in the string of truss
Elongated springboard is laid on pipe as aisle, it is convenient to pass through back and forth；
First docking port welding operation platform is set up on the ground before E, lifting, height is lifted into truss during lifting
It is empty.
The above is only the preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, under the premise without departing from the principles of the invention, some improvement can also be made, these improvement also should be regarded as of the invention
Protection domain.
Claims (9)
1. a kind of safe and stable formed steel construction is built, it is characterised in that：Including：Truss（1）And skylight（2）, wherein, the purlin
Frame（1）By left truss（3）With right truss（4）Constitute, the left truss（3）With right truss（4）By main couple（31）, jack truss
（32）With ring truss（33）Constitute, the main couple（31）Lower section be provided with moulding bed（34）, the jack truss（32）It is provided with two masters
Truss（31）Between, and the main couple（31）Between be located at jack truss（32）Side be provided with tie-beam（5）, the main couple
（31）Outside be provided with outside main couple（35）, the outside main couple（35）The other end pass through ring truss（33）Connection, institute
State main couple（31）One end near ground is fixed by embedded part, the left truss（3）With right truss（1）Between be provided with middle master
Steel truss（36）With middle jack truss（37）, the skylight（2）The main steel truss in the middle of two（36）Between, the left truss
（3）With right truss（4）In symmetric design, the skylight（2）With truss（1）Limit is engaged.
2. safe and stable formed steel construction according to claim 1 is built, it is characterised in that：The skylight（2）Using dome
Formula skylight（2）.
3. safe and stable formed steel construction according to claim 1 is built, it is characterised in that：The main couple（31）It is located at
The one end on ground and ring truss（33）Between be provided with time rod member（5）, described rod member（5）Lower section is provided with temporary support（6）.
4. safe and stable formed steel construction according to claim 1 is built, it is characterised in that：Described rod member（5）Outside
And main couple（31）With ring truss（33）Between be provided with and encorbelment（7）, and described encorbelment（7）Between be provided with monolithic truss（71）.
5. safe and stable formed steel construction according to claim 1 is built, it is characterised in that：The skylight（2）Including center
Truss（21）, skylight ring truss（22）, middle string box-girder（23）, middle string linking beam（24）With the truss that winds up（25）, the skylight
Ring truss（22）Located at central truss（21）Outside, the middle string box-girder（23）Located at skylight ring truss（22）On, it is described
Middle string linking beam（24）Located at middle string box-girder（23）On；The truss that winds up（25）Located at middle string linking beam（24）Top,
The middle string box-girder（23）With skylight ring truss（22）With the truss that winds up（25）By support frame（26）Connection；The purlin of winding up
Frame（25）Located at central truss（21）With the truss that winds up（25）Between.
6. safe and stable formed steel construction according to claim 1 is built, it is characterised in that：The main couple（31）By many
The main steel truss of section constitutes large-span truss.
7. the construction technology that a kind of safe and stable formed steel construction according to power 1 to 6 any one of power is built, it is characterised in that：
Specific construction technology is as follows：
（1）：It is in face of required various truss on ground first：Main couple（31）, jack truss（32）, ring truss（33）, outside
Main couple（35）, middle main steel truss（36）, middle jack truss（37）With monolithic truss（1）And skylight（2）In be related to it is each
Planting truss carries out assembly；
（2）：After the various truss needed in work progress are assembled good, first to left truss（3）Assembled, first on the ground
The position specified carries out moulding bed（34）Build；
（3）：Work as moulding bed（34）After putting up, to main couple（31）In the main steel truss of first paragraph measure positioning, and set
Two groups of cable wind ropes are fixed temporarily, are then sling by crane, are put into the moulding bed put up（34）On；
（4）：After the main steel truss of first paragraph in previous step is placed, pass through crane again in a manner mentioned above by second segment master
Steel truss is sling the position for being put into and specifying, and absolute altitude between the main steel truss of its first paragraph is consistent, then is adjusted between truss
Gap；
（5）：After the main steel truss of second segment has been lifted, the main steel truss place of being attached of itself and first paragraph is welded, welded
After the completion of cut off otic placode be installed, then repair welding is carried out to the position, after the completion of welding, docking port is polished, and allows its Cheng Guang to slip over
Degree；
（6）：According to being actually needed for construction, repeat step（4）With（5）Carry out main couple（31）Assembling, until it reaches applying
Size requirement needed for work；
（7）：Then according to above-mentioned identical method, repeat step（2）Extremely（7）To the right truss of another side（4）Installed；
（8）：Then in main couple（2）Two main steel truss middle setting jack truss（32）, and its both sides is fixed；
（9）：Treat jack truss（32）After the completion of lifting, in main couple（31）Between be located at jack truss（32）Side lifting tie-beam
（5）；
（10）：Beam to be connected（5）After the completion of lifting, in specified position, to ring truss（33）Lifted, and in main couple
（31）With ring truss（33）Between lift outside main couple（35）；
（11）：Then in a manner mentioned above, repeat step（9）Arrive（11）To right truss（4）Installed remaining part；
（12）：Treat right truss in previous step（4）After installation, in left truss（3）With right truss（4）Between set in the middle of it is main
Steel truss（36）, and by itself and left truss（3）With right truss（4）Interface welded, then in middle main steel truss
（36）Side install in the middle of jack truss（37）, and by itself and middle main steel truss（36）With ring truss（33）Junction carry out
Welding；
（13）：Treat middle jack truss（37）After the completion of erecting and welding, then the main steel truss in the middle of two（36）Between skylight is set
（2）, skylight is lifted using two cranes（2）；
（14）：Treat skylight（2）After installation terminates, in main couple（31）With ring truss（33）Between build temporary support, and pass through
Crane lifts time rod member therebetween（5）, to secondary rod member（5）And main couple（31）With ring truss（33）Between junction enter
Row welding；
（15）：Treat time rod member（5）After the completion of lifting, in main couple（31）And secondary rod member（5）Outside lifting encorbelment（7）,
Lifting is encorbelmented（7）, and it is welded and fixed；
（16）：Encorbelmenting（7）During lifting, after being combined to two panels truss and linked together with temporary support in-between
Lifted；
（17）：Then encorbelmenting again（7）Outside lifting monolithic truss（71）, according to above-mentioned steps（16）Extremely（17）Identical side
Method completes encorbelmenting for whole building（7）Install.
8. the construction technology that a kind of safe and stable formed steel construction according to power 7 is built, it is characterised in that：In each part
During docking, it is ensured that the precision of splicing mouth, while the amount of contraction that reserved truss welding is produced, after the completion of butt welding, excision is installed
Otic placode, then repair welding is carried out to the position, after the completion of waiting whole welding jobs, answer docking port be polished into it is smooth excessively.
9. the construction technology that a kind of safe and stable formed steel construction according to power 7 is built, it is characterised in that：The skylight（2）
Processing technology it is as follows：
（1）：First according to moulding bed is set up the need for construction on the ground, then the drawing and parameter according to construction are on moulding bed
To central truss（21）Carry out assembly；
（2）：After the completion for the treatment of its assembly, in central truss（21）The specified location in outside is to ring truss（22）On carry out assembly；
（3）：Treat ring truss（22）After the completion of assembly, then in ring truss（22）String box-girder in upper installation（23）；
（4）：Treat middle string box-girder（23）After installation, in middle string box-girder（23）String linking beam in upper installation（24）, then
Again in middle string linking beam（24）Top set and wind up truss（25）；
(6):Truss to be winded up（25）After installing, in middle string box-girder（23）With the truss that winds up（25）Between support frame is set
（26）, and assembly is carried out to it.
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107663944A (en) * | 2016-07-27 | 2018-02-06 | 圆顶科技（上海）有限公司 | Manufacturing process is built in dome energy-conserving and environment-protective |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2942761B1 (en) * | 1998-05-15 | 1999-08-30 | 株式会社鴻池組 | Construction method of large roof |
| CN101581123A (en) * | 2009-05-21 | 2009-11-18 | 深圳奥意建筑工程设计有限公司 | Steel roof system |
| CN103883136A (en) * | 2012-12-21 | 2014-06-25 | 中国核工业第五建设有限公司 | Rotary top cover for finished product protection in reactor building internal structure construction |
| CN206800626U (en) * | 2017-03-22 | 2017-12-26 | 江苏沪宁钢机股份有限公司 | A kind of safety-type steel building |
-
2017
- 2017-03-22 CN CN201710173619.6A patent/CN106906902B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2942761B1 (en) * | 1998-05-15 | 1999-08-30 | 株式会社鴻池組 | Construction method of large roof |
| CN101581123A (en) * | 2009-05-21 | 2009-11-18 | 深圳奥意建筑工程设计有限公司 | Steel roof system |
| CN103883136A (en) * | 2012-12-21 | 2014-06-25 | 中国核工业第五建设有限公司 | Rotary top cover for finished product protection in reactor building internal structure construction |
| CN206800626U (en) * | 2017-03-22 | 2017-12-26 | 江苏沪宁钢机股份有限公司 | A kind of safety-type steel building |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107663944A (en) * | 2016-07-27 | 2018-02-06 | 圆顶科技（上海）有限公司 | Manufacturing process is built in dome energy-conserving and environment-protective |
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| CN106906902B (en) | 2022-09-20 |
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