CN207633789U - A kind of branched steelframe support construction of stabilization - Google Patents
A kind of branched steelframe support construction of stabilization Download PDFInfo
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- CN207633789U CN207633789U CN201721794170.7U CN201721794170U CN207633789U CN 207633789 U CN207633789 U CN 207633789U CN 201721794170 U CN201721794170 U CN 201721794170U CN 207633789 U CN207633789 U CN 207633789U
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Abstract
The utility model discloses a kind of branched steelframe support constructions of stabilization, including：Supporting beam, mast, supporting bar, knighthead and circumferential bar are provided with mast in the supporting beam, and the mast lower end is connected with supporting bar, and the mast stage casing is provided with knighthead, circumferential bar is provided on the knighthead；Described supporting bar one end end is connected with knighthead one end end.It improves tower top intensity by using full steel structure, and a variety of connection types such as is connected by screw bolts, welds and snaps connection, and improves the toughness of tower top.
Description
Technical field
The utility model belongs to building engineering field, more particularly to branched steelframe support construction of a kind of stabilization.
Background technology
The big Bao en Temple in capital is China's the longest vihara in history, is monastery largest, with a highest standard, is
First of hundred temples.Big Bao en Temple coloured glaze pagoda is always the highest building of China and world architecture miracle, is destroyed in the flames of war unfortunately.
Therefore, the application is made that a series of research with regard to how to rebuild big Bao en Temple coloured glaze pagoda.
It is nine layers on the ground that big Bao en Temple underground palace, which newly protects tower,.According to ancient turriform system, from third layer, per it is high layer by layer by down toward
On successively decrease.12.1 meters of bottom floor height；Two is 3.9 meters high layer by layer；Three layers to eight layers, floor height meter successively decreases from 7.5 meters to 6.6, and wherein
It is 3.315 meters that every layer, which is all provided with height,（Including thickness containing up-down structure）Blindstory, to install various kinds of equipment；Building top
It it is nine layers from 64.700 meters of absolute altitudes to 84.377 meters of absolute altitudes, space perforation is provided with one, interlayer, mezzanine floor and nine floors
Height difference is 3.585 meters between face.Although ancient turriform shape is made according to Gu, its material uses steel construction, and ancient tower weight is big, to entire
The load-bearing capacity of ancient tower structure is a huge test, while ancient tower height degree is high, and superstructure needs to resist fierce high-altitude
Wind needs enough stability and fastness.Therefore, a stabilization, can the building structure of windproof high-altitude be very necessary.
Present high-altitude steel frame construction, the main problems are as follows：
1, present high-altitude steel frame construction does not have outstanding stability and wind resistance mostly, to the repellence of external force
Difference is susceptible to connection loosing, causes safety accident.
2, present high-altitude steel frame construction mostly uses greatly the structures such as full welding, global formation, and structural strength is high, poor toughness,
External force resistance energy force difference.
Invention content
Goal of the invention：In order to overcome the above deficiency, the purpose of this utility model to be to provide a kind of branched steelframe of stabilization
Support construction improves tower top intensity by using full steel structure, and a variety of companies such as is connected by screw bolts, welds and snaps connection
Mode is connect, the toughness of tower top is improved.
Technical solution：To achieve the goals above, the utility model provides a kind of branched steelframe support knot of stabilization
Structure, including：Supporting beam, mast, supporting bar, knighthead and circumferential bar, are provided with mast in the supporting beam, under the mast
End is connected with supporting bar, and the mast stage casing is provided with knighthead, circumferential bar is provided on the knighthead；The rest
Bar one end end is connected with knighthead one end end.
The setting of steel frame construction described in the utility model, it is oblique by supporting bar obliquely and support obliquely
Bar provides the support of upper and lower different directions for mast, improves the toughness of tower top.
Mast described in the utility model includes upper mast and lower mast, and spiral shell is relied between the upper mast and lower mast
Bolt nut is connected and fixed, and the supporting bar and knighthead may be contained on lower mast.
The setting of mast described in the utility model reduces the dead weight of mast, facilitates and apply by splitting mast
Work process strengthens the stability and wind resistance of mast.
It is welded with limit card board in supporting beam described in the utility model, mast, institute are provided in the limit card board
State limit card board positioning mast position and fixed mast.
The setting of supporting beam described in the utility model has used limiting plate to consolidate mast on the basis of welding
It is fixed, strengthen the stability and wind resistance of mast.
Supporting bar described in the utility model is set in radioactivity on the outside of mast, and the supporting bar outer end is provided with week
Enclose girder steel, the border girder steel connection and precision rest bar.
The setting of supporting bar described in the utility model improves tower top knot by being attached fixation to supporting bar
The stability of structure.
It is provided with Auxiliary support brace, Auxiliary support brace one end on the inside of knighthead described in the utility model
It is set on mast, the Auxiliary support brace other end is connected on knighthead, and the Auxiliary support brace is with mast
Center is arranged in radioactivity.
The setting of auxiliary support bar described in the utility model can enhance the stability of tower top structure, improve tower top knot
The external force resistance ability of structure.
Circumferential bar described in the utility model is in the circular annulus formed around connection knighthead, the circumferential direction bar
No less than 1 circle and not more than 5 circle, it is described circumferential direction bar on be provided with support link, described support link one end end is connected to mast
On bar, the support link is arranged centered on mast in radioactivity.
The setting of circumferential bar described in the utility model enhances tower top by being connected and fixed knighthead and mast
Connection between structure improves the stability of tower top structure so that its wind resistance shock resistance is strong.
Knighthead stage casing band described in the utility model is cambered.
The setting of knighthead described in the utility model, by carrying out bending processing to knighthead so that tower top
It can be resisted with curve slope, guiding upper-level winds, there is stronger wind loading rating compared to common inclined-plane.
A kind of branched steelframe support construction installation method of stabilization described in the utility model, including from the inside to the outside,
It constructs from the bottom to top, specifically includes following steps：Step 1：Supporting beam is installed, supporting beam is filled using crawler crane tower crane, adopts
With being welded and fixed；Step 2：Mast is installed, mast is filled using crawler crane tower crane, mast is caught in supporting beam and fixation, the mast
Bar is divided into two sections and installs in batches, while being fixed temporarily using cable wind rope；Step 3：Supporting bar is installed, is filled using crawler crane tower crane
Supporting bar, while tie-beam being installed between supporting bar and is fixed；Step 4：Knighthead is installed, branch is filled using crawler crane tower crane
Brace is supportted, is welded and fixed；Step 5：The circumferential bar of installation fills circumferential bar using crawler crane tower crane, is welded and fixed.
A kind of branched steelframe support construction installation method of stabilization described in the utility model, supporting bar peace
Auxiliary support brace is installed after the completion of dress, then knighthead is installed.
Above-mentioned technical proposal can be seen that the utility model and have the advantages that：
1, branched steelframe support construction of a kind of stabilization described in the utility model, passes through supporting bar obliquely
Knighthead obliquely provides the support force of upper and lower two kinds of different directions for mast, ensure that the stability of tower top, no
It is vulnerable to external force influence, while Auxiliary support brace is mounted in the inside of knighthead, enhance the stability of tower top and resists
Wind.
2, branched steelframe support construction of a kind of stabilization described in the utility model is dropped by splitting mast
The low dead weight of mast, facilitates work progress, while having used limiting plate that mast is fixed on the basis of welding, adds
The strong stability and wind resistance of mast.
3, branched steelframe support construction of a kind of stabilization described in the utility model, is connected and fixed by circumferential bar
Knighthead and mast enhance the connection between tower top structure, improve the stability of tower top structure so that its wind resistance antidetonation
Ability is strong.
4, branched steelframe support construction of a kind of stabilization described in the utility model, by being carried out to knighthead
Bending is handled so that tower top can be resisted with curve slope, guide upper-level winds, have stronger wind resistance energy compared to common inclined-plane
Power.
Description of the drawings
Fig. 1 is the overall structure diagram of the utility model；
Fig. 2 is that the utility model installs mast structure schematic diagram；
Fig. 3 is that the utility model installs supporting bar structural schematic diagram；
Fig. 4 is that the utility model installs border steel beam structure schematic diagram；
Fig. 5 is that the utility model installs Auxiliary support brace structural schematic diagram；
Fig. 6 is that the utility model installs knighthead structural schematic diagram；
In figure：Supporting beam -1, mast -2, supporting bar -3, knighthead -4, circumferential bar -5, border girder steel -6, Auxiliary support
Brace -7, support link -8.
Specific implementation mode
In the following with reference to the drawings and specific embodiments, the utility model is furtherd elucidate.
Embodiment 1
A kind of branched steelframe support construction of stabilization as shown in Figure 1, including：Supporting beam 1, mast 2, supporting bar 3, branch
Brace 4 and circumferential bar 5 are supportted, is provided with mast 2 in the supporting beam 1,2 lower end of the mast is connected with supporting bar 3, the mast
2 stage casings are provided with knighthead 4, and circumferential bar 5 is provided on the knighthead 4；3 one end end of the supporting bar is oblique with support
4 one end end of bar is connected.
Mast 2 described in the present embodiment includes upper mast and lower mast, and spiral shell is relied between the upper mast and lower mast
Bolt nut is connected and fixed, and the supporting bar 3 and knighthead 4 may be contained on lower mast.
It is welded with limit card board in supporting beam 1 described in the present embodiment, mast 2, institute are provided in the limit card board
State limit card board positioning 2 position of mast and fixed mast 2.
Supporting bar 3 described in the present embodiment is set to 2 outside of mast in radioactivity, and 3 outer end of the supporting bar is provided with
Border girder steel 6, the border girder steel connection and precision rest bar 3.
4 inside of knighthead described in the present embodiment is provided with Auxiliary support brace 7, the Auxiliary support brace 7 one
End be set on mast 2,7 other end of Auxiliary support brace is connected on knighthead 4, the Auxiliary support brace 7 with
It is arranged in radioactivity centered on mast 2.
Circumferential bar 5 described in the present embodiment is in the circular circle formed around connection knighthead 4, the circumferential direction bar 5
Ring is no less than 1 circle and not more than 5 circles, and support link 8, the connection of 8 one end end of the support link are provided on the circumferential direction bar 5
In on mast 2, the support link 8 is arranged centered on mast in radioactivity.
4 stage casing band of knighthead described in the present embodiment is cambered.
A kind of branched steelframe support construction installation method of stabilization described in the present embodiment, including from the inside to the outside, by
It constructs on, specifically includes following steps：Step 1：Supporting beam 1 is installed, supporting beam 1 is filled using crawler crane tower crane, adopts
With being welded and fixed；Step 2：Mast 2 is installed, mast 2 is filled using crawler crane tower crane, mast 2 is caught in supporting beam 1 and fixed, institute
It states mast 2 and is divided to and installed in batches for two sections, while being fixed temporarily using cable wind rope；Step 3：Supporting bar 3 is installed, crawler crane is used
Tower crane fills supporting bar 3, while installing tie-beam between supporting bar 3 and fixing；Step 4：Knighthead 4 is installed, crawler crane is used
Tower crane fills knighthead 4, is welded and fixed；Step 5：The circumferential bar 5 of installation fills circumferential bar 5 using crawler crane tower crane, is welded and fixed.
A kind of branched steelframe support construction installation method of stabilization described in the present embodiment, the supporting bar 3 peace
Installation Auxiliary support brace 7 after the completion of dress, then knighthead 4 is installed.
Embodiment 2
A kind of branched steelframe support construction of stabilization as shown in figures 2-6, including：Supporting beam 1, mast 2, supporting bar 3,
Knighthead 4 and circumferential bar 5 are provided with mast 2 in the supporting beam 1, and 2 lower end of the mast is connected with supporting bar 3, the mast
2 stage casing of bar is provided with knighthead 4, and circumferential bar 5 is provided on the knighthead 4；3 one end end of the supporting bar and support
4 one end end of brace is connected.
A kind of branched steelframe support construction installation method of stabilization described in the present embodiment, including from the inside to the outside, by
It constructs on, specifically includes following steps：Step 1：Supporting beam 1 is installed, supporting beam 1 is filled using crawler crane tower crane, adopts
With being welded and fixed；Step 2：Mast 2 is installed, mast 2 is filled using crawler crane tower crane, mast 2 is caught in supporting beam 1 and fixed, institute
It states mast 2 and is divided to and installed in batches for two sections, while being fixed temporarily using cable wind rope；Step 3：Supporting bar 3 is installed, crawler crane is used
Tower crane fills supporting bar 3, while installing tie-beam between supporting bar 3 and fixing；Step 4：Knighthead 4 is installed, crawler crane is used
Tower crane fills knighthead 4, is welded and fixed；Step 5：The circumferential bar 5 of installation fills circumferential bar 5 using crawler crane tower crane, is welded and fixed.
A kind of branched steelframe support construction installation method of stabilization described in the present embodiment, the supporting bar 3 peace
Installation Auxiliary support brace 7 after the completion of dress, then knighthead 4 is installed.
The above is only the preferred embodiment of the utility model, it is noted that for the common skill of the art
For art personnel, without departing from the principle of this utility model, several improvement can also be made, these improvement also should be regarded as
The scope of protection of the utility model.
Claims (7)
1. a kind of branched steelframe support construction of stabilization, it is characterised in that：Including：Supporting beam（1）, mast（2）, supporting bar
（3）, knighthead（4）With circumferential bar（5）, the supporting beam（1）On be provided with mast（2）, the mast（2）Lower end is connected with
Supporting bar（3）, the mast（2）Stage casing is provided with knighthead（4）, the knighthead（4）On be provided with circumferential bar（5）；
The supporting bar（3）One end end and knighthead（4）One end end is connected.
2. a kind of branched steelframe support construction of stabilization according to claim 1, it is characterised in that：The mast
（2）Including upper mast and lower mast, it is connected and fixed by bolt and nut between the upper mast and lower mast, the supporting bar
（3）And knighthead（4）It may be contained on lower mast.
3. a kind of branched steelframe support construction of stabilization according to claim 1, it is characterised in that：The supporting beam
（1）On be welded with limit card board, be provided with mast in the limit card board（2）, the limit card board positioning mast（2）Position is simultaneously
Fixed mast（2）.
4. a kind of branched steelframe support construction of stabilization according to claim 1, it is characterised in that：The supporting bar
（3）It is set to mast in radioactivity（2）Outside, the supporting bar（3）Outer end is provided with border girder steel（6）, the border girder steel
Connect simultaneously precision rest bar（3）.
5. a kind of branched steelframe support construction of stabilization according to claim 1, it is characterised in that：The support is oblique
Bar（4）Inside is provided with Auxiliary support brace（7）, the Auxiliary support brace（7）One end is set to mast（2）On, it is described auxiliary
Help knighthead（7）The other end is connected to knighthead（4）On, the Auxiliary support brace（7）With mast（2）Centered in putting
Penetrating property is arranged.
6. a kind of branched steelframe support construction of stabilization according to claim 1, it is characterised in that：The circumferential bar
（5）In annular shape around connection knighthead（4）, the circumferential direction bar（5）The annulus of formation is no less than 1 circle and not more than 5 circles, institute
State circumferential bar（5）On be provided with support link（8）, the support link（8）One end end is connected to mast（2）On, the branch
Supporting rod（8）Centered on mast, it is arranged in radioactivity.
7. a kind of branched steelframe support construction of stabilization according to claim 1, it is characterised in that：The support is oblique
Bar（4）Stage casing band is cambered.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721794170.7U CN207633789U (en) | 2017-12-20 | 2017-12-20 | A kind of branched steelframe support construction of stabilization |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721794170.7U CN207633789U (en) | 2017-12-20 | 2017-12-20 | A kind of branched steelframe support construction of stabilization |
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| Publication Number | Publication Date |
|---|---|
| CN207633789U true CN207633789U (en) | 2018-07-20 |
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ID=62852842
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| Application Number | Title | Priority Date | Filing Date |
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| CN201721794170.7U Active CN207633789U (en) | 2017-12-20 | 2017-12-20 | A kind of branched steelframe support construction of stabilization |
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| CN (1) | CN207633789U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108086477A (en) * | 2017-12-20 | 2018-05-29 | 江苏沪宁钢机股份有限公司 | A kind of high-altitude anti-dumping steel frame construction and its installation method |
-
2017
- 2017-12-20 CN CN201721794170.7U patent/CN207633789U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108086477A (en) * | 2017-12-20 | 2018-05-29 | 江苏沪宁钢机股份有限公司 | A kind of high-altitude anti-dumping steel frame construction and its installation method |
| CN108086477B (en) * | 2017-12-20 | 2023-10-31 | 江苏沪宁钢机股份有限公司 | High-altitude anti-tilting steel frame structure and installation method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| 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 Zhang Zhu Zhen Bai Jia Cun, Yixing City, Wuxi City, Jiangsu Province Patentee before: JIANGSU HUNING STEEL MECHANISM Co.,Ltd. |
|
| CP02 | Change in the address of a patent holder |