CN206800626U - A kind of safety-type steel building - Google Patents
A kind of safety-type steel building Download PDFInfo
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- CN206800626U CN206800626U CN201720282719.8U CN201720282719U CN206800626U CN 206800626 U CN206800626 U CN 206800626U CN 201720282719 U CN201720282719 U CN 201720282719U CN 206800626 U CN206800626 U CN 206800626U
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- truss
- skylight
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- main couple
- ring
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Abstract
The utility model discloses safety-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 formed,The lower section of main couple is provided with moulding bed,Jack truss is provided between two main couples,And the side between main couple positioned at jack truss is provided with tie-beam,The outside of main couple is provided with outside main couple,The other end of outside main couple is connected by ring truss,Main couple is fixed close to 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 among two between main steel truss,A kind of safety-type steel building described in the utility model,Its is simple in construction,It is easy for installation,By setting skylight between left truss and right truss,Described skylight is engaged with left and right truss,Mechanical requirements can be better met,Effectively ensure its safety and stability used.
Description
Technical field
The utility model belongs to manufacture of steel structure field, more particularly to a kind of safety-type steel building.
Background technology
With the high speed development of architectural engineering, there is the structure of many super-spans and many novel building moulding, 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 changes include the bending, torsion and abnormity of component, concrete structure because itself it is heavy with
These moulding can not be implemented separately in later stage bearing capacity.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 higher requirement, and how to ensure
Blade face punching block is while with larger twisting magnitude, also with characteristics such as excellent structural strengths, it is necessary to which technical staff enters
The accurate design of row.
This engineering is a stadiums, its overall floorage 42122.47 ㎡;Include 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 building is not specifically described without steel construction, this arrangement and method for construction.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.
For steel construction because it is assembled mainly by steel pipe, its design rationality to structure requires very high, its
It is not only simply to build a moulding and comes out, it must needs to meet mechanics principle, allow it to ensure the support of whole building
And load.
Utility model content
Purpose of utility model:In order to overcome the above insufficient, the purpose of this utility model is to provide a kind of safe formed steel construction
Building, its is simple in construction, reasonable in design, and automaticity is high, reduces manual labor amount, improves operating efficiency.
Technical scheme:To achieve these goals, the utility model provides a kind of safety-type steel building, including purlin
Frame 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 purlin
Frame and ring truss are formed, and the lower section of the main couple is provided with moulding bed, and the jack truss is provided between two main couples, and the main truss
Side between frame positioned at jack truss is provided with tie-beam, and the outside of the main couple is provided with outside main couple, the outside main truss
The other end of frame is connected by ring truss, and the main couple is fixed close to the one end on ground by embedded part, the left truss and the right side
Middle main steel truss and middle jack truss are provided between truss, the skylight is between the two main steel truss in centre, the left purlin
Frame and right truss are in symmetric design, and the skylight is engaged with truss limit.
A kind of safety-type steel building described in the utility model, its is simple in construction, 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 that client can not only be met 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 used
Full property and stability.
Skylight described in the utility model uses dome-shaped skylight, and the design of wherein dome-shaped skylight not only increases it and adopted
The area of light, its support performance is also greatly improved, further improve the stability of whole building.
Main couple described in the utility model, which is located between the one end on ground and ring truss, is provided with time rod member, the secondary rod member
Lower section is provided with temporary support, the setting of secondary rod member, further improves the stability of its structure and the security of connection.
It is provided with and encorbelments between the outside of time rod member described in the utility model and main couple and ring truss, and described encorbelments
Between be provided with monolithic truss.
Skylight described in the utility model include central truss, skylight ring truss, middle string box-girder, middle string linking beam and on
String truss, the skylight ring truss are located at the outside of central truss, and the middle string box-girder is on skylight ring truss, in described
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 day
Window ring truss is connected with the truss that winds up by support frame;The truss that winds up is located between central truss and the truss that winds up.This reality
With the design of the skylight structure in new, not only allow its daylighting to reach maximum efficiency, while also allow its left and right truss with both sides
Reach perfect matching, so as to allow it both to meet structure design and the demand of daylighting, while also further increase whole
The security that structural stability and later stage use.
Main couple described in the utility model forms large-span truss by the main steel truss of multistage, allows it can be according to reality
Demand is carried out to its length, realizes the adjustable of size.
Above-mentioned technical proposal can be seen that the utility model and have the advantages that:
1st, a kind of safety-type steel building described in the utility model, its is simple in construction, 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 that client exists
Demand in abnormal shape, meanwhile, also allow it to better meet mechanical requirements, while special-shaped effect is ensured, allow it can
Better meet building self stability and the requirement of bearing capacity and support force that the later stage uses, effectively ensure what it was used
Safety and stability.
2nd, skylight described in the utility model include central truss, skylight ring truss, middle string box-girder, middle string linking beam and
Wind up truss, and the skylight ring truss is located at the outside of central truss, and the middle string box-girder is described on skylight ring truss
Middle string linking beam is on middle string box-girder;It is described wind up truss be located at middle string linking beam top, the middle string box-girder with
Skylight ring truss is connected with the truss that winds up by support frame;The truss that winds up is located between central truss and the truss that winds up.This
The design of the skylight structure in utility model, not only allows its daylighting to reach maximum efficiency, while also allows its left and right purlin with both sides
Frame reaches perfect matching, so as to allow it both to meet structure design and the demand of daylighting, while also further increases whole
The security that individual structural stability and later stage use.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation of left truss and right truss in the utility model;
Fig. 3 is the partial enlarged drawing of skylight in the utility model;
In figure:It is truss -1, skylight -2, left truss -3, right truss -4, secondary rod member -5, temporary support -6, main couple -31, secondary
Truss -32, ring truss -33, moulding bed -34, outside main couple -35, middle main steel truss -36, middle jack truss -37, center purlin
Frame -21, skylight ring truss -22, middle string box-girder -23, middle string linking beam -24, the truss -25 that winds up, support frame -26, encorbelment -7,
Monolithic truss -71.
Embodiment
Below in conjunction with the accompanying drawings and specific embodiment, the utility model is furtherd elucidate.
Embodiment
A kind of safety-type steel building as shown in Figure 1 to Figure 3, including:Truss 1 and skylight 2, wherein, the truss 1
It is made up of left truss 3 and right truss 4, the left truss 3 and right truss 4 are by main couple 31, jack truss 32 and the structure of ring truss 33
Into;
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 master
Side between truss 31 positioned at jack truss 32 is provided with tie-beam 5, and the outside of the main couple 31 is provided with outside main couple 35, institute
The other end for stating outside main couple 35 is connected by ring truss 33, and the main couple 31 is consolidated close to the one end on ground by embedded part
It is fixed, middle main steel truss 36 and middle jack truss 37 are provided between the left truss 3 and right truss 1, the skylight 2 is located in two
Between between main 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, which is located between the one end on ground and ring truss 33, is provided with time rod member 5, 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 central truss 21, skylight ring truss 22, middle string box-girder 23, middle string and linked
Beam 24 and the truss 25 that winds up, the skylight ring truss 22 are located at the outside of central truss 21, and the middle string box-girder 23 is located at day
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 are 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 forms large-span truss by the main steel truss of multistage.
Embodiment 2
A kind of safety-type steel building as depicted, including:Truss 1 and skylight 2, wherein, the truss 1 is by left purlin
Frame 3 and right truss 4 are formed, and the left truss 3 and right truss 4 are formed 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 master
Side between truss 31 positioned at jack truss 32 is provided with tie-beam 5, and the outside of the main couple 31 is provided with outside main couple 35, institute
The other end for stating outside main couple 35 is connected by ring truss 33, and the main couple 31 is consolidated close to the one end on ground by embedded part
It is fixed, middle main steel truss 36 and middle jack truss 37 are provided between the left truss 3 and right truss 1, the skylight 2 is located in two
Between between main 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, which is located between the one end on ground and ring truss 33, is provided with time rod member 5, 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 central truss 21, skylight ring truss 22, middle string box-girder 23, middle string and linked
Beam 24 and the truss 25 that winds up, the skylight ring truss 22 are located at the outside of central truss 21, and the middle string box-girder 23 is located at day
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 are 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 forms large-span truss by the main steel truss of multistage.
A kind of construction technology of safety-type steel building, specific construction technology are as follows in the present embodiment:
(1):It is in face of required various truss on ground first:Main couple 31, jack truss 32, ring truss 33, outside master
The various truss being related in truss 35, middle main steel truss 36, middle jack truss 37 and monolithic truss 1 and skylight 2 are spelled
Dress;
(2):After the various truss needed in work progress are assembled good, left truss 3 is assembled first, first on ground
On the position specified carry out moulding bed 34 and build;
(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 of cable wind ropes are fixed temporarily, are then sling by crane, are put on the moulding bed 34 put up;
(4):After the main steel truss of first paragraph in previous step places, in a manner mentioned above again by crane by second
The main steel truss of section slings the position for being put into and specifying, and absolute altitude between the main steel truss of its first paragraph is consistent, then adjusts truss
Between gap;
(5):After the main steel truss of second segment has lifted, itself and the main steel truss place of being attached of first paragraph are welded,
Excision installation otic placode after the completion of welding, then repair welding is carried out to the position.After the completion of welding, docking port is polished, and allows its Cheng Guang
Degree of slipping over;
(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
Size requirement needed for construction;
(7):Then according to above-mentioned identical method, repeat step(2)Extremely(7)The right truss of another side 4 is installed;
(8):Then jack truss 32 is set among 2 liang of main steel truss of main couple, and its both sides is fixed;
(9):After the completion for the treatment of that jack truss 32 lifts, positioned at the side of jack truss 32 lifting tie-beam 5 between main couple 31;
(10):After the completion of beam 5 to be connected lifts, in specified position, ring truss 33 is lifted, and in main couple 31
The lifting outside main couple 35 between ring truss 33;
(11):Then in a manner mentioned above, repeat step(8)Arrive(10)Right 4 remaining part of truss is installed;
(12):After the right installation of truss 4 in previous step, the main steel among setting between left truss 3 and right truss 4
Truss 36, and the interface of itself and left truss 3 and right truss 4 is welded, then in the side peace of middle main steel truss 36
The middle jack truss 37 of dress is simultaneously welded itself and the junction of middle main steel truss 36 and ring truss 33;
(13):After the completion for the treatment of the middle erecting and welding of jack truss 37, then skylight 2 is set between main steel truss 36 among two,
Skylight 2 is lifted using two cranes;
(14):After the installation of skylight 2 terminates, temporary support is built between main couple 31 and ring truss 33, and by hanging
Car lifts time rod member 5 therebetween, 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 lifts, in the outside of main couple 31 and secondary rod member 5, lifting encorbelments 7, is lifting
Encorbelment 7, and it is welded and fixed;
(16):During 7 liftings of encorbelmenting, two panels truss is combined and linked together with temporary support in-between
After lifted;
(17):Then again encorbelment 7 outside lifting monolithic truss 71, according to above-mentioned steps(15)Extremely(16)Identical side
Method completes 7 installations of encorbelmenting of whole building.
In the present embodiment in the docking of each part, ensure the precision of splicing mouth, while received caused by reserved truss welding
Contracting amount, after the completion of butt welding, excision installation otic placode, then repair welding is carried out to the position, and after the completion of waiting whole welding jobs, reply
Interface be polished into it is smooth excessively.
The processing technology of skylight 2 described in the present embodiment is as follows:
(1):Need to set up moulding bed on the ground according to construction first, then according to the drawing of construction and parameter in tire
Assembly is carried out to central truss 21 on frame;
(2):After the completion for the treatment of its assembly, the specified location in the outside of central truss 21 is assembled to the progress on ring truss 22;
(3):After the completion for the treatment of the assembly of ring truss 22, then on ring truss 22 install in string box-girder 23;
(4):After the middle installation of string box-girder 23, string linking beam 24, Ran Houzai in being installed on middle string box-girder 23
In the top of middle string linking beam 24, the truss 25 that winds up is set;
(5):After the truss 25 that winds up installs, support frame 26 is set between middle string box-girder 23 and the truss 25 that winds up,
And assembly is carried out to it.
A kind of construction technology of safety-type steel building, the docking points for attention of each part in the present embodiment:
A, it is assembled that docking should be carried out during the assembly of truss overhead connection in strict accordance with the absolute altitude and axial location of design;
When B, welding should according to every Pin actual assembled measurement length or lateral bending situation, specify reasonably weld it is suitable
Sequence, welding deformation is set to reach minimum;
C, measurement should track progress, in time situations such as the sedimentation of observation bearing support, and absolute altitude, axis to the node of truss
Make adjustment;
D, the cat ladder to walk up and down should be set on the bearing support of high-altitude, in truss in work high above the ground during truss installa-tion
String pipe on lay elongated springboard as aisle, it is convenient to pass through back and forth;
E, docking port first is welded into operating platform before lifting to be set up on the ground, be lifted into truss during lifting
High-altitude.
Described above is only preferred embodiment of the present utility model, it is noted that for the common skill of the art
For art personnel, on the premise of the utility model principle is not departed from, some improvement can also be made, these improvement also should be regarded as
The scope of protection of the utility model.
Claims (6)
- A kind of 1. safety-type steel building, it is characterised in that:Including:Truss(1)And skylight(2), wherein, the truss(1) By left truss(3)With right truss(4)Form, the left truss(3)With right truss(4)By main couple(31), jack truss(32) With ring truss(33)Form, the main couple(31)Lower section be provided with moulding bed(34), the jack truss(32)Provided with two main couples (31)Between, and the main couple(31)Between be located at jack truss(32)Side be provided with tie-beam, the main couple(31)'s Outside is provided with outside main couple(35), the outside main couple(35)The other end pass through ring truss(33)Connection, the main truss Frame(31)Fixed close to the one end on ground by embedded part, the left truss(3)With right truss(4)Between be provided with middle main steel truss (36)With middle jack truss(37), the skylight(2)The main steel truss among two(36)Between, the left truss(3)And the right side Truss(4)In symmetric design, the skylight(2)With truss(1)Limit is engaged.
- 2. safety-type steel building according to claim 1, it is characterised in that:The skylight(2)Using dome-shaped day Window(2).
- 3. safety-type steel building according to claim 1, it is characterised in that:The main couple(31)Positioned at ground One end and ring truss(33)Between be provided with time rod member(5), the secondary rod member(5)Lower section is provided with temporary support(6).
- 4. safety-type steel building according to claim 3, it is characterised in that:The secondary rod member(5)Outside and Main couple(31)With ring truss(33)Between be provided with encorbelment(7), and described encorbelment(7)Between be provided with monolithic truss(71).
- 5. safety-type steel building according to claim 1, it is characterised in that:The skylight(2)Including central 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 purlin Frame(22)Located at central truss(21)Outside, the middle string box-girder(23)Located at skylight ring truss(22)On, the 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, it is described Middle string box-girder(23)With skylight ring truss(22)With the truss that winds up(25)Pass through support frame(26)Connection;The truss that winds up (25)Located at central truss(21)With the truss that winds up(25)Between.
- 6. safety-type steel building according to claim 1, it is characterised in that:The main couple(31)By the main steel of multistage Truss forms large-span truss.
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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CN106906902A (en) * | 2017-03-22 | 2017-06-30 | 江苏沪宁钢机股份有限公司 | A kind of safe and stable formed steel construction building |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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CN106906902A (en) * | 2017-03-22 | 2017-06-30 | 江苏沪宁钢机股份有限公司 | A kind of safe and stable formed steel construction building |
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Address after: 214200 Baijia village, Zhangzhu Town, Yixing City, Wuxi City, Jiangsu Province Patentee after: JIANGSU HUNING STEEL MECHANISM Co.,Ltd. Address before: 214200 Baijia village, Zhangzhu Town, Yixing City, Wuxi City, Jiangsu Province Patentee before: JIANGSU HUNING STEEL MECHANISM Co.,Ltd. |