CN207934488U - A kind of Core Walls Structure bottom ruggedized construction - Google Patents
A kind of Core Walls Structure bottom ruggedized construction Download PDFInfo
- Publication number
- CN207934488U CN207934488U CN201820358884.1U CN201820358884U CN207934488U CN 207934488 U CN207934488 U CN 207934488U CN 201820358884 U CN201820358884 U CN 201820358884U CN 207934488 U CN207934488 U CN 207934488U
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- cylinder
- bolt
- core walls
- former
- former cylinder
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- Expired - Fee Related
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Abstract
The utility model provides a kind of Core Walls Structure bottom ruggedized construction, and the ruggedized construction includes former cylinder, stirrup plate, split bolt, anchor bolt；The original cylinder is the Core Walls Structure bottom part in concrete frame structure；The stirrup plate is the newly-increased reinforcing steel construction that fitting is wrapped in outside former cylinder；The split bolt is the shearing resistance bolt being arranged in former cylinder, which passes through former cylinder to be respectively welded on the stirrup plate for being connected to both sides；The anchor bolt is former cylinder in the shearing resistance structure of angular position, is correspondingly arranged at respectively at the center barrel of corner horizontal cylinder and at the center barrel of vertical cylinder；The structure can improve Core Walls Structure shearing resistance intensity, meet building load and antidetonation demand, and simple in structure, easy for construction.
Description
Technical field
The utility model is related to building foundation technical field more particularly to a kind of Core Walls Structure bottom ruggedized constructions.
Background technology
Core wall structure is advantageous to structure stress, and has extremely excellent shock resistance, is that high-rise building is wide in the world
The mainstream structure type of general use.In Reinforced Concrete Core Walls Structure-steel-frame structure, concrete core cylinder is mainly used for resisting water
Flat side force.Since material characteristics cause two kinds of member sections to differ greatly, the anti-lateral rigidity of Reinforced Concrete Core Walls Structure is much
More than steel frame, as floor increases, Core Walls Structure role-taking is bigger in the horizontal loading proportion on building.And with using
Factors, the rigidity of existing core wall structure such as time and geology variation are difficult to meet the load of original building and shockproof requirements.
Utility model content
The purpose of this utility model is that it is in view of the drawbacks of the prior art and insufficient, a kind of Core Walls Structure bottom reinforcing knot is provided
Structure, which can improve Core Walls Structure shearing resistance intensity, meet building load and antidetonation demand, and simple in structure, easy for construction.
To achieve the above object, the technical solution adopted in the utility model is：A kind of Core Walls Structure bottom ruggedized construction, it is described
Ruggedized construction includes former cylinder, stirrup plate, split bolt, anchor bolt；The original cylinder is the core in concrete frame structure
Cylinder bottom part；The stirrup plate is the newly-increased reinforcing steel construction that fitting is wrapped in outside former cylinder；The split bolt is setting
Shearing resistance bolt in former cylinder, the split bolt both ends pass through former cylinder to be respectively welded on the stirrup plate for being connected to both sides；Institute
It is shearing resistance structure of the former cylinder in angular position to state anchor bolt, be correspondingly arranged at respectively at the center barrel of corner horizontal cylinder and
At the center barrel of vertical cylinder.
Preferably, the mutual spacing between the split bolt, anchor bolt and former cylinder barrel is 250-300mm.
The utility model has the beneficial effects that：The structure can improve Core Walls Structure shearing resistance intensity, meet building load and
Antidetonation demand, and it is simple in structure, it is easy for construction.
Description of the drawings
Attached drawing described herein is to be used to provide a further understanding of the present invention, and constitutes one of the application
Point, but do not constitute the restriction to the utility model.
Fig. 1 is former Core Walls Structure bottom substance schematic diagram, and Fig. 2 is ruggedized construction schematic diagram.
Wherein：1 is former cylinder, and 2 be stirrup plate, and 3 be split bolt, and 4 be anchor bolt.
Specific implementation mode
In conjunction with attached drawing, the utility model is described in further detail.
As shown, a kind of Core Walls Structure bottom ruggedized construction, the ruggedized construction includes former cylinder 1, stirrup plate 2, right
Draw bolt 3, anchor bolt 4；The original cylinder 1 is the Core Walls Structure bottom part in concrete frame structure；The stirrup plate 2 is fitting
The newly-increased reinforcing steel construction being wrapped in outside former cylinder 1；The split bolt 3 is the shearing resistance bolt being arranged in former cylinder 1, should
3 both ends of split bolt pass through former cylinder 1 to be respectively welded on the stirrup plate 2 for being connected to both sides；The anchor bolt 4 is former cylinder 1 in corner
The shearing resistance structure of position, is correspondingly arranged at the center barrel of corner horizontal cylinder and the center barrel of vertical cylinder respectively
Place.
In specific implementation, the mutual spacing between 1 barrel of the split bolt 3, anchor bolt 4 and former cylinder is 250-300mm.
When practice of construction, fitting is laid with stirrup plate 2 outside existing Core Walls Structure, and passes through 2 He of stirrup plate with split bolt 3
Former cylinder 1 is fastened, and is distinguished at the center barrel of 1 corner horizontal cylinder of former cylinder and at the center barrel of vertical cylinder
Anchor bolt 4 is set, again passes through stirrup plate 2 and former cylinder 1 is fastened.
Claims (2)
1. a kind of Core Walls Structure bottom ruggedized construction, it is characterised in that：The ruggedized construction includes former cylinder, stirrup plate, to drawing
Bolt, anchor bolt；The original cylinder is the Core Walls Structure bottom part in concrete frame structure；The stirrup plate is that fitting is wrapped in
Newly-increased reinforcing steel construction outside former cylinder；The split bolt is the shearing resistance bolt being arranged in former cylinder, the split bolt
Both ends pass through former cylinder to be respectively welded on the stirrup plate for being connected to both sides；The anchor bolt is shearing resistance knot of the former cylinder in angular position
Structure is correspondingly arranged at respectively at the center barrel of corner horizontal cylinder and at the center barrel of vertical cylinder.
2. a kind of Core Walls Structure bottom ruggedized construction according to claim 1, it is characterised in that：The split bolt, anchor bolt
Mutual spacing between former cylinder barrel is 250-300mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820358884.1U CN207934488U (en) | 2018-03-08 | 2018-03-08 | A kind of Core Walls Structure bottom ruggedized construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820358884.1U CN207934488U (en) | 2018-03-08 | 2018-03-08 | A kind of Core Walls Structure bottom ruggedized construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207934488U true CN207934488U (en) | 2018-10-02 |
Family
ID=63655437
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820358884.1U Expired - Fee Related CN207934488U (en) | 2018-03-08 | 2018-03-08 | A kind of Core Walls Structure bottom ruggedized construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207934488U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109812047A (en) * | 2019-03-26 | 2019-05-28 | 中建四局第一建筑工程有限公司 | One kind is to pull-type steel plate shear force wall strengthening construction structure and method |
| CN112520253A (en) * | 2019-09-18 | 2021-03-19 | 中国石油天然气股份有限公司 | Heat-preservation storage tank structure and construction method thereof |
-
2018
- 2018-03-08 CN CN201820358884.1U patent/CN207934488U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109812047A (en) * | 2019-03-26 | 2019-05-28 | 中建四局第一建筑工程有限公司 | One kind is to pull-type steel plate shear force wall strengthening construction structure and method |
| CN112520253A (en) * | 2019-09-18 | 2021-03-19 | 中国石油天然气股份有限公司 | Heat-preservation storage tank structure and construction method thereof |
| CN112520253B (en) * | 2019-09-18 | 2022-06-03 | 中国石油天然气股份有限公司 | Heat-preservation storage tank structure and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181002 Termination date: 20190308 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |