CN205894319U - Adopt super high -rise building's of veneer connection cylindricality connected node - Google Patents
Adopt super high -rise building's of veneer connection cylindricality connected node Download PDFInfo
- Publication number
- CN205894319U CN205894319U CN201620807646.5U CN201620807646U CN205894319U CN 205894319 U CN205894319 U CN 205894319U CN 201620807646 U CN201620807646 U CN 201620807646U CN 205894319 U CN205894319 U CN 205894319U
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- CN
- China
- Prior art keywords
- steel plate
- post
- post body
- rise building
- cylindricality
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- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 28
- 239000010959 steel Substances 0.000 claims abstract description 28
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 12
- 238000010276 construction Methods 0.000 description 4
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 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 veneer connection cylindricality connected node belongs to assembly type structure technical field. Including two post bodies, the direction of height of every post body one side at least is equipped with single -row 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 two post bodies pass through bolt fixed connection for the connector plates with the steel sheet of one side, upper and lower two edges of connecting the face of post body are equipped with a plurality of reinforcing bars, and the end that exposes of reinforcing bar is equipped with 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 provides a cylindricality connected node connects convenient and fast for among the super high -rise building, the cylindricality structure is connected with the shingle nail, forms the shear wall structure of huge lattice column form, can effectively improve and resist the horizontal loading ability, reduces 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 that employing veneer connects, and 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 a kind of cylindricality of the high-rise building providing employing veneer to connect
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 that employing veneer connects, including two post bodies, each post body
Short transverse at least side be provided with single-row 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, the steel plate of two post body the same sides is fixedly connected by junction steel plate bolt;Post body upper and lower
The edge of two joint faces is provided with some reinforcing bars, and the exposed junction of reinforcing bar is provided with external screw thread, the corresponding connection of two post bodies
It is fixedly connected by the long sleeve containing female thread between symmetrically arranged reinforcing bar on face.
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.
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:
The cylindricality of the high-rise building connecting in conjunction with a kind of employing veneer that shown in Fig. 1 and Fig. 2, 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 single-row steel plate 2, steel plate 2 direction
Setting need to be configured according to the connection quantity of column construction and shingle nail, taking the setting of four different directions as a example comes in accompanying drawing
It is illustrated.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, circular hole
3 can adopt multiple rows of setting, and the steel plate 2 of two post body 1 the same sides is fixedly connected with bolt 6 by junction steel plate 5, wherein connects
The width connecing steel plate 5 need to be more than the exposed width of post body 1 upper steel plate 2, when facilitating post body 1 to be connected with shingle nail, connects steel
Plate 5 is also attached with the steel plate on shingle nail simultaneously;The edge of two joint faces up and down of post body 1 is provided with some reinforcing bars 4,
The exposed junction of reinforcing bar 4 is provided with external screw thread, and the corresponding joint face of two post bodies 1 passes through between symmetrically arranged reinforcing bar 4
Long sleeve 7 containing female thread is fixedly connected, and pours into a mould microdilatancy self-compacting concrete in the junction 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. the high-rise building that a kind of employing veneer connects cylindrical joint point it is characterised in that: include two post bodies, often
The short transverse at least side of individual post body is provided with single-row 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, the steel plate of two post body the same sides is fixedly connected by junction steel plate bolt;Post body
The edge of two joint faces up and down be provided with some reinforcing bars, the exposed junction of reinforcing bar is provided with external screw thread, two post bodies corresponding
Joint face on be fixedly connected by the long sleeve containing female thread between symmetrically arranged reinforcing bar.
2. the cylindrical joint point of the high-rise building that a kind of employing veneer according to claim 1 connects, 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 |
---|---|---|---|
CN201620807646.5U CN205894319U (en) | 2016-07-27 | 2016-07-27 | Adopt super high -rise building's of veneer connection cylindricality connected node |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620807646.5U CN205894319U (en) | 2016-07-27 | 2016-07-27 | Adopt super high -rise building's of veneer connection cylindricality connected node |
Publications (1)
Publication Number | Publication Date |
---|---|
CN205894319U true CN205894319U (en) | 2017-01-18 |
Family
ID=57784347
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201620807646.5U Expired - Fee Related CN205894319U (en) | 2016-07-27 | 2016-07-27 | Adopt super high -rise building's of veneer connection cylindricality connected node |
Country Status (1)
Country | Link |
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CN (1) | CN205894319U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114382231A (en) * | 2022-01-25 | 2022-04-22 | 安徽工业大学 | PVC-FRP pipe reinforced concrete column and steel plate shear wall connection structure with good stability |
-
2016
- 2016-07-27 CN CN201620807646.5U patent/CN205894319U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114382231A (en) * | 2022-01-25 | 2022-04-22 | 安徽工业大学 | PVC-FRP pipe reinforced concrete column and steel plate shear wall connection structure with good stability |
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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 |
Granted publication date: 20170118 |