CN208363691U - Super high-rise building support construction - Google Patents
Super high-rise building support construction Download PDFInfo
- Publication number
- CN208363691U CN208363691U CN201820597770.2U CN201820597770U CN208363691U CN 208363691 U CN208363691 U CN 208363691U CN 201820597770 U CN201820597770 U CN 201820597770U CN 208363691 U CN208363691 U CN 208363691U
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- disk
- tie
- nut
- vertical strut
- cross
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Abstract
The utility model provides a kind of super high-rise building support construction, including multiple vertical struts, at least one sleeve of pivot bush unit on vertical strut, sleeve periphery has disk, cross-tie is installed between adjacent vertical strut, the both ends of cross-tie are connect with the disk on adjacent vertical strut respectively, location hole is equipped in the two sides of sleeve, nut is fixedly connected on location hole, the threaded hole of nut is corresponding with position of positioning hole, and bolt is bolted on nut.Using super high-rise building support construction provided by the utility model, since the disk on vertical strut is pivot bush unit, therefore the height of cross-tie can be adjusted with disc height, the outer wall fixes sleeve that nut abuts vertical strut be screwed in using bolt, thus fixed disc, it is succinct efficient, the height of disk can be adjusted arbitrarily, and the fixed form between cross-tie and disk is relatively flexible, since disk is pivot bush unit, it can rotate, reduce the requirement to construction.
Description
Technical field
The utility model relates to a kind of super high-rise building support constructions.
Background technique
During Super High project construction, since layer height is high different from general layer, normal supporting member is not able to satisfy
The requirement of construction, generallys use cross-tie, and to guarantee the stability of support building, general way is, in vertical strut
Upper welding and cross-tie disc element interconnected.Inventor has found the prior art, and there are following technical problems: disk structure
The height and rotational orientation of part are unable to adjust, and bring certain difficulty to construction, require height to the technique of disc element, and
The height of cross-tie can not be adjusted, applicability is not strong.
Utility model content
The utility model is intended to provide a kind of super high-rise building support construction, solves building-supporting system in the prior art
In the technique of component is required it is high, and the technical issues of the height of cross-tie can not be adjusted.
The utility model provides a kind of super high-rise building support construction, including multiple vertical struts, living on vertical strut
Dynamic to be socketed at least one sleeve, sleeve periphery has disk, installs cross-tie, cross-tie between adjacent vertical strut
Both ends connect respectively with the disk on adjacent vertical strut, be equipped with location hole in the two sides of sleeve, it is fixed on location hole
It is connected with nut, the threaded hole of nut is corresponding with position of positioning hole, and bolt is bolted on nut.
Further, there are multiple through-holes along disc circumference, the both ends of cross-tie are equipped with the groove of embeddable disk
Portion offers fluting compatible with through-hole in the upper and lower part of concave part, interts setting on compatible fluting and through-hole
There is bolt.
Using super high-rise building support construction provided by the utility model, since the disk on vertical strut is movable sleeve
It connects, therefore the height of cross-tie can be adjusted with disc height, the outer wall that nut abuts vertical strut is screwed in using bolt
Fixes sleeve, thus fixed disc, succinct efficient, the height of disk can be adjusted arbitrarily, and consolidating between cross-tie and disk
Determine mode to be relatively flexible, since disk is pivot bush unit, can rotate, reduce the requirement to construction.
Detailed description of the invention
Attached drawing described herein is used to provide a further understanding of the present invention, and is constituted part of this application,
The exemplary embodiment of the utility model and the description thereof are used to explain the utility model, does not constitute to the improper of the utility model
It limits.In the accompanying drawings:
Fig. 1 schematically illustrates the schematic diagram for the super high-rise building support construction that the utility model embodiment provides；
Fig. 2 schematically illustrates the partial enlarged view for the super high-rise building support construction that the utility model embodiment provides；
Fig. 3 schematically illustrates the attachment structure schematic diagram for the vertical strut and sleeve that the utility model embodiment provides.
Specific embodiment
Below with reference to the accompanying drawings and in conjunction with the embodiments, the utility model is described in detail.
Referring to attached drawing, the utility model embodiment provides a kind of super high-rise building support construction, including multiple vertical struts
1, at least one sleeve 10 of pivot bush unit on vertical strut 1,10 periphery of sleeve have disk 2, adjacent vertical strut 1 it
Between install cross-tie 3, the both ends of cross-tie 3 are connect with the disk 2 on adjacent vertical strut 1 respectively, in sleeve 10
Two sides are equipped with location hole, are fixedly connected with nut 4 on location hole, and the threaded hole of nut 4 and the position of location hole are corresponding,
Bolt 5 is bolted on nut 4.
As a kind of preferred embodiment of the present embodiment, there are multiple through-holes 9 along 2 periphery of disk, the two of cross-tie 3
End is equipped with groove 6 of embeddable disk 2, offers fluting 7 compatible with through-hole 9 groove 6 upper and lower parts,
Intert on compatible fluting 7 and through-hole 9 and is provided with bolt 8.
Using super high-rise building support construction provided by the embodiment of the utility model, due to the disk 2 on vertical strut 1
It can be adjusted with 2 height of disk for the height of pivot bush unit, therefore cross-tie 3, nut is screwed in using bolt 5 and is abutted vertically
The outer wall fixes sleeve 10 of strut 1, thus fixed disc 2, succinct efficient, the height of disk 2 can be adjusted arbitrarily, and cross-tie
Fixed form between 3 and disk 2 is relatively flexible, and since disk 2 is pivot bush unit, can be rotated, be reduced to construction
It is required that.
The above descriptions are merely preferred embodiments of the present invention, is not intended to limit the utility model, for this
For the technical staff in field, various modifications and changes may be made to the present invention.It is all in the spirit and principles of the utility model
Within, any modification, equivalent replacement, improvement and so on should be included within the scope of protection of this utility model.
Claims (2)
1. super high-rise building support construction, which is characterized in that including multiple vertical struts, the pivot bush unit on the vertical strut
At least one sleeve, the sleeve periphery have disk, and cross-tie is installed between adjacent vertical strut, described laterally to draw
The both ends of bar are connect with the disk on adjacent vertical strut respectively, are equipped with location hole in the two sides of the sleeve, described fixed
Position is fixedly connected with nut on hole, and the threaded hole of the nut is corresponding with the position of positioning hole, is spirally connected on the nut
There is bolt.
2. super high-rise building support construction as described in claim 1, which is characterized in that have along the disc circumference multiple logical
Hole, the both ends of the cross-tie are equipped with the concave part of the embeddable disk, open up in the upper and lower part of the concave part
There is fluting compatible with the through-hole, interts on the compatible fluting and the through-hole and be provided with bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820597770.2U CN208363691U (en) | 2018-04-24 | 2018-04-24 | Super high-rise building support construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820597770.2U CN208363691U (en) | 2018-04-24 | 2018-04-24 | Super high-rise building support construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208363691U true CN208363691U (en) | 2019-01-11 |
Family
ID=64932576
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820597770.2U Active CN208363691U (en) | 2018-04-24 | 2018-04-24 | Super high-rise building support construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208363691U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111456423A (en) * | 2020-04-21 | 2020-07-28 | 广东华坤建设集团有限公司 | Supporting structure for early-detaching template and using method thereof |
-
2018
- 2018-04-24 CN CN201820597770.2U patent/CN208363691U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111456423A (en) * | 2020-04-21 | 2020-07-28 | 广东华坤建设集团有限公司 | Supporting structure for early-detaching template and using method thereof |
| CN111456423B (en) * | 2020-04-21 | 2021-12-03 | 广东华坤建设集团有限公司 | Supporting structure for early-detaching template and using method thereof |
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