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 PDF

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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
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201620807646.5U
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Chinese (zh)
Inventor
华玉武
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
ZHEJIANG YUEGONG STEEL STRUCTURE CO Ltd
Original Assignee
ZHEJIANG YUEGONG STEEL STRUCTURE CO Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by ZHEJIANG YUEGONG STEEL STRUCTURE CO Ltd filed Critical ZHEJIANG YUEGONG STEEL STRUCTURE CO Ltd
Priority to CN201620807646.5U priority Critical patent/CN205894319U/en
Application granted granted Critical
Publication of CN205894319U publication Critical patent/CN205894319U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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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

A kind of cylindrical joint point of the high-rise building that employing veneer connects
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.
CN201620807646.5U 2016-07-27 2016-07-27 Adopt super high -rise building's of veneer connection cylindricality connected node Expired - Fee Related CN205894319U (en)

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

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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
CN (1) CN205894319U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
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

Cited By (1)

* Cited by examiner, † Cited by third party
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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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