CN207032472U - A kind of stable type different formed steel construction building - Google Patents
A kind of stable type different formed steel construction building Download PDFInfo
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- CN207032472U CN207032472U CN201720437888.4U CN201720437888U CN207032472U CN 207032472 U CN207032472 U CN 207032472U CN 201720437888 U CN201720437888 U CN 201720437888U CN 207032472 U CN207032472 U CN 207032472U
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- curtain wall
- truss
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- wall construction
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Abstract
The utility model discloses a kind of stable type different formed steel construction building, including：Agent structure, roofing truss structure and curtain wall construction, floor steel beam structure and floor truss structure are provided with agent structure, roofing truss structure is located at the top of agent structure, curtain wall construction is provided with inner support post, collateral dagger and cross-brace post, inner support post is located at the lower section of roofing truss structure, collateral dagger is located at the lower section of roofing truss structure peripheral, and cross-brace post is on the horizontal direction of collateral dagger.By being additionally arranged floor steel beam structure and floor truss structure in agent structure in the utility model, it is allowed really to realize complete steel building, itself and roofing truss structure and curtain wall construction are cooperated simultaneously, whole building is allowed to realize the stability and support performance of high intensity, particularly curtain wall construction in the application, it not only realizes simple supportive, and it is both the demand for also achieving client in shape, and then allows it to better meet the demand of construction.
Description
Technical field
The utility model belongs to manufacturing field, more particularly to a kind of stable type different formed steel construction building.
Background technology
With the fast development of social economy, all trades and professions are all constantly developing, and building trade is also in this way, building row
Sparetime university's majority is all concrete construction, concrete construction due to the property of its construction material, cause the cycle that it is entirely constructed compared with
It is long, and its requirement to weather it is higher, it is necessary to number of workers it is more, but for current society with fast rhythm's state, its
Obviously can not really meet the needs of constructor and client, this generation of steel building with regard to growth-promoting.
At the same time, the problem of concrete construction is because of its material, causing it, its shape to roof system has each in design
Kind of limitation, thus we have seen that concrete construction roof, most of is all flat-top, then the either roof of triangle, its
For our current colorful society, it is difficult to meet the needs of people, seat is often heard in our current life
Mark property building, then only building possesses certain uniqueness, and, existing steel building its be all mostly simply carry out it is outer
The setting enclosed, its internal or concrete construction, the still very long thus current concrete construction of whole duration can not expire
The demand constructed enough.
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 stable type deformed steel
Structural construction, its is simple in construction, reasonable in design, and floor steel beam structure and floor truss structure are set in the inside of curtain wall, will be mixed
The usage amount for coagulating soil is preferably minimized, and allows it to realize more preferable effect.
Technical scheme：To achieve these goals, the utility model provides a kind of stable type different formed steel construction building, bag
Include：Agent structure, roofing truss structure and curtain wall construction, floor steel beam structure and floor truss knot are provided with the agent structure
Structure, the roofing truss structure are located at the top of agent structure, wherein, the curtain wall construction is provided with inner support post, collateral dagger
With cross-brace post, the inner support post is located at the lower section of roofing truss structure, and the collateral dagger is located at roofing truss structure
The lower section of periphery, the cross-brace post is on the horizontal direction of collateral dagger.
A kind of stable type different formed steel construction building described in the utility model, it in agent structure by being additionally arranged building
Layer steel beam structure and floor truss structure, it is allowed really to realize complete steel building, while by itself and roofing truss structure
Cooperated with curtain wall construction, allow whole building to realize the stability and support performance of high intensity, particularly curtain wall in the application
Structure, it not only realizes simple supportive, and it is both the demand for also achieving client in shape, and then makes it preferably full
The demand constructed enough.
Curtain wall construction described in the utility model is provided with first segment curtain wall construction and the second section curtain wall construction, the first segment
Collateral dagger and cross-brace post are provided with curtain wall construction, collateral dagger and cross-brace are provided with the second section curtain wall construction
Post and cross-brace, the cross-brace post on the horizontal direction of collateral dagger, the cross-brace located at collateral dagger and
Between cross-brace post, the intensity of curtain wall support is can effectively ensure that, while also meets its special-shaped demand, is realized mixed
Solidifying civil engineering builds the irrealizable effect of institute.
Described in the utility model in curtain wall construction positioned at curtain wall afterbody collateral dagger height from curtain wall construction one end
Middle part successively decrease step by step to both sides, the lower section of the collateral dagger is connected by transverse truss, and the collateral dagger and transverse truss
Between connected by cross-brace, the collateral dagger to successively decrease step by step, and being connected it with transverse truss by bearing diagonal post allows it can
Realize high intensity support while, also meet the demand of designer and client on abnormity, so as to better meet construction and
The demand of client.
Roofing truss structure described in the utility model is made up of front roof truss and rear roofing truss, the front roof purlin
Frame across truss and cantilever frame by forming, and described across truss is arch, and the cantilever frame is located at across the both sides of truss, across truss
Setting can effectively alleviate impact of the high wind to roof, and across the mutual cooperation of truss and cantilever frame, greatly improve
The performance of roofing truss each side, makes its more stable.
Inner support post described in the utility model uses cross steel column, and bottom plate and steel are provided with the cross steel column
Post, wherein, one group of stiffener and side plate are provided with the steel column, the stiffener is located at and put more energy into installation, the side plate is intersected
On side on the outside of plate, and, reinforcing plate is provided between two stiffeners, the structure design of cross steel column, is not only greatly improved
The support performance of support column, so as to the security performance for further increasing the stability of whole building and using.
Collateral dagger described in the utility model uses box column, be provided with the box column panel, dividing plate, web and on
Flange plate, for the dividing plate on panel, the web is located at dividing plate both sides, and is fixedly connected with panel, the top flange plate
Located at the top of two webs, the both ends of the panel are provided with technique dividing plate, and the dividing plate matches with web and top flange plate
Close.
Ground and support beam are provided with described in the utility model in agent structure, the support beam is described on ground
Support beam is connected by connector with roofing truss structure and curtain wall construction, the fastness of agent structure, and the person of directly affecting is whole
The stability of building, thus the setting of the agent structure, the fastness of the building foundation is fundamentally improved to greatest extent,
So as to further improve its stability.
Above-mentioned technical proposal can be seen that the utility model and have the advantages that：
1st, a kind of stable type different formed steel construction building described in the utility model, it in agent structure by being additionally arranged
Floor steel beam structure and floor truss structure, it is allowed really to realize complete steel building, while by itself and roofing truss knot
Structure and curtain wall construction cooperate, and allow whole building to realize the stability and support performance of high intensity, particularly curtain in the application
Wall construction, it not only realizes simple supportive, and it is both the demand for also achieving client in shape, and then makes its more preferable
Meets the needs of construction.
2nd, roofing truss structure described in the utility model is made up of front roof truss and rear roofing truss, the front roof
Truss across truss and cantilever frame by forming, and described across truss is arch, and the cantilever frame is located at across the both sides of truss, across purlin
The setting of frame can effectively alleviate impact of the high wind to roof, and across the mutual cooperation of truss and cantilever frame, greatly carry
The high performance of roofing truss each side, makes its more stable.
3rd, the construction technology of the stable type different formed steel construction building described in the utility model, its whole technical process letter
Singly, it is prefabricated that parts progress of industrialization some can be capable of before construction, then whole building is carried out according to construction drawing
Assembling and welding, substantially reduce the whole duration, while also improve the construction quality of its whole building, improve its overall stabilization
Property, allow it to better meet construction and the demand of client.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the structural representation of roofing truss structure in the utility model；
Fig. 3 is the structural representation of inner support post in the utility model；
Fig. 4 is the structural representation of collateral dagger in the utility model.
Embodiment
Below in conjunction with the accompanying drawings and specific embodiment, the utility model is furtherd elucidate.
Embodiment 1
A kind of stable type different formed steel construction building as depicted, including：Agent structure 1, roofing truss structure 2 and curtain wall
Structure 3, floor steel beam structure and floor truss structure is provided with the agent structure 1, the roofing truss structure 2 is located at main body
The top of structure 1, wherein, the curtain wall construction 3 is provided with inner support post 31, collateral dagger 32 and cross-brace post 33, described interior
Support column 31 is located at the lower section of roofing truss structure 2, and the collateral dagger 32 is located at the lower section of the periphery of roofing truss structure 2, institute
Cross-brace post 33 is stated on the horizontal direction of collateral dagger 32.
Curtain wall construction 3 described in the present embodiment is provided with first segment curtain wall construction and the second section curtain wall construction, the first segment
Collateral dagger 32 and cross-brace post 32 are provided with curtain wall construction, collateral dagger 32 and horizontal stroke are provided with the second section curtain wall construction
To support column 32 and cross-brace 34, the cross-brace post 32 is on the horizontal direction of collateral dagger 32, the cross-brace
34 are located between collateral dagger 32 and cross-brace post 32.
In curtain wall construction 3 described in the present embodiment positioned at curtain wall afterbody collateral dagger 32 height from curtain wall construction 3 one
The middle part at end is successively decreased step by step to both sides, and the lower section of the collateral dagger 32 is connected by transverse truss, and the He of collateral dagger 32
Connected between transverse truss by cross-brace 34.
Roofing truss structure described in the present embodiment 2 is made up of front roof truss and rear roofing truss, the front roof purlin
Frame across truss 21 and cantilever frame 22 by forming, and described across truss 21 is arch, and the cantilever frame 22 is located at across truss 21
Both sides.
Inner support post described in the present embodiment 31 uses cross steel column, and the He of bottom plate 311 is provided with the cross steel column
Steel column 312, wherein, one group of stiffener 313 and side plate 314 are provided with the steel column 312, the stiffener 313 is installed in intersection,
The side plate 314 is located on the side in the outside of stiffener 313, and, reinforcing plate 315 is provided between two stiffeners 313.
Collateral dagger 32 described in the present embodiment uses box column, and panel 321, dividing plate 322, abdomen are provided with the box column
Plate 323 and top flange plate 324, for the dividing plate 322 on panel 321, the web 323 is located at the both sides of dividing plate 322, and and face
Plate 321 is fixedly connected, and the top flange plate 324 is located at the top of two webs 323, the both ends of the panel 321 be provided with technique every
Plate 325, and the dividing plate 322 is engaged with web 323 and top flange plate 324.
Embodiment 2
Ground and support beam are provided with agent structure 1 described in the present embodiment, the support beam is on ground, the branch
Support beam is connected by connector with roofing truss structure 2 and curtain wall construction 3.
A kind of stable type different formed steel construction building as depicted, including：Agent structure 1, roofing truss structure 2 and curtain wall
Structure 3, floor steel beam structure and floor truss structure is provided with the agent structure 1, the roofing truss structure 2 is located at main body
The top of structure 1, wherein, the curtain wall construction 3 is provided with inner support post 31, collateral dagger 32 and cross-brace post 33, described interior
Support column 31 is located at the lower section of roofing truss structure 2, and the collateral dagger 32 is located at the lower section of the periphery of roofing truss structure 2, institute
Cross-brace post 33 is stated on the horizontal direction of collateral dagger 32.
Curtain wall construction 3 described in the present embodiment is provided with first segment curtain wall construction and the second section curtain wall construction, the first segment
Collateral dagger 32 and cross-brace post 33 are provided with curtain wall construction, collateral dagger 32 and horizontal stroke are provided with the second section curtain wall construction
To support column 33 and cross-brace 34, the cross-brace post 33 is on the horizontal direction of collateral dagger 32, the cross-brace
34 are located between collateral dagger 32 and cross-brace post 33.
In curtain wall construction 3 described in the present embodiment positioned at curtain wall afterbody collateral dagger 32 height from curtain wall construction 3 one
The middle part at end is successively decreased step by step to both sides, and the lower section of the collateral dagger 32 is connected by transverse truss, and the He of collateral dagger 32
Connected between transverse truss by cross-brace 34.
Roofing truss structure described in the present embodiment 2 is made up of front roof truss and rear roofing truss, the front roof purlin
Frame across truss 21 and cantilever frame 22 by forming, and described across truss 21 is arch, and the cantilever frame 22 is located at across truss 21
Both sides.
Inner support post described in the present embodiment 31 uses cross steel column, and the He of bottom plate 311 is provided with the cross steel column
Steel column 312, wherein, one group of stiffener 313 and side plate 314 are provided with the steel column 312, the stiffener 313 is installed in intersection,
The side plate 314 is located on the side in the outside of stiffener 313, and, reinforcing plate 315 is provided between two stiffeners 313.
Collateral dagger 32 described in the present embodiment uses box column, and panel 321, dividing plate 322, abdomen are provided with the box column
Plate 323 and top flange plate 324, for the dividing plate 322 on panel 321, the web 323 is located at the both sides of dividing plate 322, and and face
Plate 321 is fixedly connected, and the top flange plate 324 is located at the top of two webs 323, the both ends of the panel 321 be provided with technique every
Plate 325, and the dividing plate 322 is engaged with web 323 and top flange plate 324.
Ground and support beam are provided with agent structure 1 described in the present embodiment, the support beam is on ground, the branch
Support beam is connected by connector with roofing truss structure 2 and curtain wall construction 3.
The construction technology of stable type different formed steel construction building described in the present embodiment, specific construction technology are as follows：
（1）：The ground in agent structure 1 is carried out according to construction drawing first to build installation, then support beam according to
Drawing is installed on ground；
（2）：After beam to be supported installs, ready floor steel beam structure and floor truss structure are carried out according to drawing
Assemble and be fixedly connected with agent structure 1；
（3）：Then the rear roofing truss of roofing truss structure 2 is started to lift；
（4）：After previous step axis after the completion of roofing truss lifting, start to roofing truss end two after rear roofing truss
The first segment curtain wall construction of side is lifted, i.e., the top and bottom of collateral dagger 32 respectively with roofing truss roofing end and horizontal stroke
Connected to support column 33；
（5）：Then start to lift rear roofing truss by the caudal second section curtain wall, i.e., will by cross-brace 34
Collateral dagger 32 connects with transverse truss, then the first segment curtain wall above the second section curtain wall lifts；
（6）：Repeat the above steps（4）、（5）, completed until the support of rear roofing truss all lifts, then to front roof purlin
Frame is lifted；
（7）：Wherein, the mode of front roof truss lifting is identical with the mode that rear roofing truss lifts, in lifting front roof
Truss is also first then the lifting across truss 21 of centre to be lifted to the cantilever frame 22 of its both sides again；
（8）：After the completion of band cantilever frame 22 lifts, then the curtain wall construction 3 to its side
Lifted；
（9）：After the completion of the lifting of current roof truss, benefit truss embedding to roof system jack truss and roof system enters successively in front of it
Row lifting, and carrying system is made in front of it；
（10）：Then the top curtain wall column of roof truss piecemeal, lower section curtain wall column and the embedding dribbleware of curtain wall column are entered successively
Row lifting, so far whole steel building main body completion；
（11）：Last roofing truss structure 2 carries out awning and gets rid of a position construction, and whole building is detected.
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 (7)
- A kind of 1. stable type different formed steel construction building, it is characterised in that：Including：Agent structure（1）, roofing truss structure（2）With Curtain wall construction（3）, the agent structure（1）In be provided with floor steel beam structure and floor truss structure, the roofing truss structure （2）Located at agent structure（1）Top, wherein, the curtain wall construction（3）Provided with inner support post（31）, collateral dagger（32）With Cross-brace post（33）, the inner support post（31）Located at roofing truss structure（2）Lower section, the collateral dagger（32）It is located at Roofing truss structure（2）The lower section of periphery, the cross-brace post（33）Located at collateral dagger（32）Horizontal direction on.
- 2. stable type different formed steel construction building according to claim 1, it is characterised in that：The curtain wall construction（3）It is provided with First segment curtain wall construction and second saves curtain wall construction, and collateral dagger is provided with the first segment curtain wall construction（32）And cross-brace Post（33）, it is described second section curtain wall construction in be provided with collateral dagger（32）With cross-brace post（33）And cross-brace（34）, institute State cross-brace post（33）Located at collateral dagger（32）Horizontal direction on, the cross-brace（34）Located at collateral dagger（32）With Cross-brace post（33）Between.
- 3. stable type different formed steel construction building according to claim 2, it is characterised in that：The curtain wall construction（3）Middle position In the collateral dagger of curtain wall afterbody（32）Height from curtain wall construction（3）The middle part of one end is successively decreased step by step to both sides, described collateral Dagger（32）Lower section connected by transverse truss, and the collateral dagger（32）Pass through cross-brace between transverse truss（34）Even Connect.
- 4. stable type different formed steel construction building according to claim 1, it is characterised in that：The roofing truss structure（2） It is made up of front roof truss and rear roofing truss, the front roof truss is by across truss（21）And cantilever frame（22）Form, institute State across truss（21）For arch, the cantilever frame（22）Located at across truss（21）Both sides.
- 5. stable type different formed steel construction building according to claim 1, it is characterised in that：The inner support post（31）Using Cross steel column, bottom plate is provided with the cross steel column（311）And steel column（312）, wherein, the steel column（312）In be provided with One group of stiffener（313）And side plate（314）, the stiffener（313）Installed in intersecting, the side plate（314）Located at stiffener （313）On the side in outside, and, two stiffeners（313）Between be provided with reinforcing plate（315）.
- 6. stable type different formed steel construction building according to claim 1, it is characterised in that：The collateral dagger（32）Using Box column, panel is provided with the box column（321）, dividing plate（322）, web（323）And top flange plate（324）, the dividing plate （322）Located at panel（321）On, the web（323）Located at dividing plate（322）Both sides, and and panel（321）It is fixedly connected, institute State top flange plate（324）Located at two webs（323）Top, the panel（321）Both ends be provided with technique dividing plate（325）, and The dividing plate（322）With web（323）And top flange plate（324）It is engaged.
- 7. stable type different formed steel construction building according to claim 1, it is characterised in that：The agent structure（1）In set There are ground and support beam, for the support beam on ground, the support beam passes through connector and roofing truss structure（2）And curtain Wall construction（3）Connection.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720437888.4U CN207032472U (en) | 2017-04-25 | 2017-04-25 | A kind of stable type different formed steel construction building |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720437888.4U CN207032472U (en) | 2017-04-25 | 2017-04-25 | A kind of stable type different formed steel construction building |
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| CN207032472U true CN207032472U (en) | 2018-02-23 |
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| CN201720437888.4U Active CN207032472U (en) | 2017-04-25 | 2017-04-25 | A kind of stable type different formed steel construction building |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106884477A (en) * | 2017-04-25 | 2017-06-23 | 江苏沪宁钢机股份有限公司 | A kind of stable type different formed steel construction building and its construction technology |
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2017
- 2017-04-25 CN CN201720437888.4U patent/CN207032472U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106884477A (en) * | 2017-04-25 | 2017-06-23 | 江苏沪宁钢机股份有限公司 | A kind of stable type different formed steel construction building and its construction technology |
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| GR01 | Patent grant | ||
| CP02 | Change in the address of a patent holder | ||
| CP02 | Change in the address of a patent holder |
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. |