CN205975959U - Adopt super high -rise building's of two boards connections cylindricality connected node - Google Patents
Adopt super high -rise building's of two boards connections cylindricality connected node Download PDFInfo
- Publication number
- CN205975959U CN205975959U CN201620809116.4U CN201620809116U CN205975959U CN 205975959 U CN205975959 U CN 205975959U CN 201620809116 U CN201620809116 U CN 201620809116U CN 205975959 U CN205975959 U CN 205975959U
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- CN
- China
- Prior art keywords
- steel plate
- steel sheet
- post
- post body
- rise building
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- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 41
- 239000010959 steel Substances 0.000 claims abstract description 41
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 10
- 238000003466 welding Methods 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 5
- 238000006073 displacement reaction Methods 0.000 description 2
- 239000004567 concrete Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 239000011376 self-consolidating concrete Substances 0.000 description 1
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- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model relates to an adopt super high -rise building's of two boards connections cylindricality connected node, including two post bodies, the direction of height of every post body one side at least is equipped with the biserial steel sheet, and two upper and lower connection faces of steel sheet perpendicular to post body set up, are equipped with a plurality of round holes on the steel sheet, and round hole department welding on the steel sheet has a nut, and the nut lies in one side that the biserial steel sheet is relative, and two post bodies pass through bolt fixed connection for the connector plates with the steel sheet of one side, edge that upper and lower two of post body connect the face is equipped with a plurality of reinforcing bars including the external screw thread, through containing the long sleeve fixed connection of internal screw thread between the reinforcing bar that the symmetry set up on the corresponding connection face of two post bodies. The utility model discloses a two boards are connected, satisfy super high -rise building's strength requirement, connect convenient and fast, and the shear wall structure that forms huge lattice column form is connected with the shingle nail to the cylindricality structure, can effectively improve and resist the horizontal loading ability, reduce superelevation layer assembly type structure's horizontal sidesway.
Description
Technical field
This utility model is related to a kind of cylindrical joint point of the high-rise building connecting using double plates, belongs to assembled and builds
Build technical field.
Background technology
In high-rise building, substantially, the control of relative storey displacement is to structure safety control to the horizontal loads such as earthquake
With one of the important indicator improving residence comfort, and conventional ultra high layer assembled architecture be meet the control of relative storey displacement will
Ask, scene takes substantial amounts of wet construction, construction period is elongated, constrain the fast advantage of assembled architecture speed of application.
Utility model content
Based on above-mentioned consideration, the purpose of this utility model is to provide a kind of cylindricality of the high-rise building connecting using double plates
Connecting node, quick and easy for installation, intercolumniation forms the shear wall structure of huge lattice column form after connecting wallboard, improve superelevation
The horizontal shear strength of layer assembled architecture.
To achieve these goals, the technical scheme that this utility model is adopted is：
A kind of cylindrical joint point of the high-rise building being connected using double plates, including two post bodies, each post body
Short transverse at least side be provided with biserial steel plate, steel plate is configured perpendicular to two joint faces up and down of post body, steel plate
It is provided with some circular holes, at the circular hole on steel plate, is welded with nut, nut is located at the relative side of biserial steel plate, two post bodies
The steel plate of the same side is fixedly connected by junction steel plate bolt；The edge of two joint faces up and down of post body is provided with some steel
Muscle, the exposed junction of reinforcing bar is provided with external screw thread, and the corresponding joint face of two post bodies passes through between symmetrically arranged reinforcing bar
Long sleeve containing female thread is fixedly connected.
The width of described junction steel plate is more than the exposed width of post body upper steel plate.
The cylindrical joint point that this utility model provides, convenient and fast connection, in high-rise building, column construction with
Shingle nail connects, and forms the shear wall structure of huge lattice column form, can effectively improve opposing horizontal loading ability, reduce superelevation
The horizontal comparison of layer assembled architecture；Connected using double plates, meet the intensity requirement of high-rise building, the speed of construction can be improved
Degree.
Below by way of the drawings and specific embodiments, this utility model is further elaborated.
Brief description：
Fig. 1 is the front view of cylindrical joint point；
Fig. 2 is the structural representation of joint face.
Specific embodiment：
In conjunction with shown in Fig. 1 and Fig. 2, a kind of cylindricality of high-rise building being connected using double plates that this utility model provides is even
Connect node, including two post bodies 1, the short transverse at least side of each post body 1 is provided with biserial steel plate 2, steel plate 2 direction
Setting need to be configured according to the connection quantity of column construction and shingle nail, taking bi-directional symmetrical setting as a example to be said in accompanying drawing
Bright.Steel plate 2 is configured perpendicular to two joint faces up and down of post body 1, and steel plate 2 is provided with some circular holes 3, and circular hole 3 is permissible
It is configured using multiple rows of, at the circular hole 3 on steel plate 2, is welded with nut 6, nut 6 is located at the relative side of biserial steel plate 2.Spiral shell
Female 6 when being disposed to be connected using biserial steel plate 2, easily can be passed through bolt on steel plate 2 in the outside of steel plate 2
Circular hole 3 is fixedly connected.It is attached using biserial steel plate 2 and shingle nail, disclosure satisfy that high-rise building horizontal loading
Require, even if can be designed to not pour into a mould, in junction, the requirement that concrete also can meet structure design, therefore can be further
Accelerate the speed of application of high-rise building.
The steel plate 2 of two post body 1 the same sides is fixedly connected with bolt by junction steel plate 5, wherein the width of junction steel plate 5
Degree need to be more than post body 1 upper steel plate 2 exposed width, when facilitating post body 1 to be connected with shingle nail, junction steel plate 5 also simultaneously with
Steel plate on shingle nail is attached；The edge of two joint faces up and down of post body 1 is provided with some reinforcing bars 4, the exposing of reinforcing bar 4
End is provided with external screw thread, by the length containing female thread between symmetrically arranged reinforcing bar 4 on the corresponding joint face of two post bodies 1
Sleeve 7 is fixedly connected, the junction cast microdilatancy self-compacting concrete of two post bodies 1.
Above example only in order to the technical solution of the utility model is described and unrestricted, those of ordinary skill in the art couple
Other modifications or equivalent that the technical solution of the utility model is made, without departing from technical solutions of the utility model
Spirit and scope, all should cover in right of the present utility model.
Claims (2)
1. a kind of cylindrical joint point of the high-rise building being connected using double plates it is characterised in that：Including two post bodies, often
The short transverse at least side of individual post body is provided with biserial steel plate, and steel plate is set perpendicular to two joint faces up and down of post body
Put, steel plate is provided with some circular holes, at the circular hole on steel plate, be welded with nut, nut is located at the relative side of biserial steel plate, two
The steel plate of individual post body the same side is fixedly connected by junction steel plate bolt；The edge of two joint faces up and down of post body sets
There are some reinforcing bars, the exposed junction of reinforcing bar is provided with external screw thread, symmetrically arranged reinforcing bar on the corresponding joint face of two post bodies
Between be fixedly connected by the long sleeve containing female thread.
2. the cylindrical joint point of a kind of high-rise building being connected using double plates according to claim 1, its feature exists
In：The width of described junction steel plate is more than the exposed width of post body upper steel plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620809116.4U CN205975959U (en) | 2016-07-27 | 2016-07-27 | Adopt super high -rise building's of two boards connections cylindricality connected node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620809116.4U CN205975959U (en) | 2016-07-27 | 2016-07-27 | Adopt super high -rise building's of two boards connections cylindricality connected node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205975959U true CN205975959U (en) | 2017-02-22 |
Family
ID=58028219
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620809116.4U Expired - Fee Related CN205975959U (en) | 2016-07-27 | 2016-07-27 | Adopt super high -rise building's of two boards connections cylindricality connected node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205975959U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107795011A (en) * | 2017-10-30 | 2018-03-13 | 河北地质大学 | A kind of prefabricated assembled RC posts inflection point contraposition connection method |
| CN107989187A (en) * | 2018-01-05 | 2018-05-04 | 上海欧本钢结构有限公司 | A kind of prefabricated reinforced concrete column mechanically connects node and its construction method |
| CN110005135A (en) * | 2019-04-30 | 2019-07-12 | 广东铝遊家科技有限公司 | Multi-layered modular house support column connection structure and connection method |
| CN111794435A (en) * | 2020-07-06 | 2020-10-20 | 重庆中航新型材料科技有限公司 | Green assembled energy-saving panel wall system |
-
2016
- 2016-07-27 CN CN201620809116.4U patent/CN205975959U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107795011A (en) * | 2017-10-30 | 2018-03-13 | 河北地质大学 | A kind of prefabricated assembled RC posts inflection point contraposition connection method |
| CN107989187A (en) * | 2018-01-05 | 2018-05-04 | 上海欧本钢结构有限公司 | A kind of prefabricated reinforced concrete column mechanically connects node and its construction method |
| CN107989187B (en) * | 2018-01-05 | 2024-01-09 | 上海欧本钢结构有限公司 | Mechanical connecting node of prefabricated reinforced concrete column and construction method of mechanical connecting node |
| CN110005135A (en) * | 2019-04-30 | 2019-07-12 | 广东铝遊家科技有限公司 | Multi-layered modular house support column connection structure and connection method |
| CN111794435A (en) * | 2020-07-06 | 2020-10-20 | 重庆中航新型材料科技有限公司 | Green assembled energy-saving panel wall system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170222 |