CN211341199U - Flexural connection structure of roof beams and curtain wall columns - Google Patents

Flexural connection structure of roof beams and curtain wall columns Download PDF

Info

Publication number
CN211341199U
CN211341199U CN201921058967.XU CN201921058967U CN211341199U CN 211341199 U CN211341199 U CN 211341199U CN 201921058967 U CN201921058967 U CN 201921058967U CN 211341199 U CN211341199 U CN 211341199U
Authority
CN
China
Prior art keywords
flexural
column
roof beam
curtain wall
connection structure
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
CN201921058967.XU
Other languages
Chinese (zh)
Inventor
宋宁
祁晓强
符旭晨
吴新建
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.)
Beijing No5 Construction Engineering Group Co ltd
Zhejiang Zhongnan Construction Group Co Ltd
Original Assignee
Beijing No5 Construction Engineering Group Co ltd
Zhejiang Zhongnan Construction Group 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 Beijing No5 Construction Engineering Group Co ltd, Zhejiang Zhongnan Construction Group Co Ltd filed Critical Beijing No5 Construction Engineering Group Co ltd
Priority to CN201921058967.XU priority Critical patent/CN211341199U/en
Application granted granted Critical
Publication of CN211341199U publication Critical patent/CN211341199U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

本实用新型提供了一种屋面梁和幕墙立柱的抗弯连接结构,包括插销柱,所述插销柱插入在立柱中,其特征在于所述连接结构还包括单向铰接结构,所述单向铰接结构的转动轴为水平轴,所述单向铰接结构的第一部分和屋面梁连接并在第一部分的两侧设置有与屋面梁连接的抗弯加强筋板,所述铰接结构的第二部分和插销柱连接,所述第一部分和第二部分通过所述转动轴铰接。本实用新型屋面梁和幕墙立柱连接可靠又减少屋面梁受到的扭矩影响,并且还能避免屋面梁对立柱的影响,提高建筑物的安全性和结构寿命。

Figure 201921058967

The utility model provides a bending-resisting connection structure of a roof beam and a curtain wall column, comprising a bolt column inserted into the column, characterized in that the connection structure further comprises a one-way hinged structure, and the one-way hinged The rotation axis of the structure is a horizontal axis, the first part of the one-way hinged structure is connected with the roof beam, and the two sides of the first part are provided with flexural stiffener plates connected with the roof beam, and the second part of the hinged structure is connected to the roof beam. The bolt post is connected, and the first part and the second part are hinged through the rotation shaft. The utility model has reliable connection between the roof beam and the curtain wall column, reduces the torque influence of the roof beam, avoids the influence of the roof beam on the column, and improves the safety and structural life of the building.

Figure 201921058967

Description

屋面梁和幕墙立柱的抗弯连接结构Flexural connection structure of roof beams and curtain wall columns

技术领域technical field

本实用新型涉及建筑领域,特别涉及建筑物的屋面梁和幕墙立柱的连接结构。The utility model relates to the field of construction, in particular to a connection structure of a roof beam and a curtain wall column of a building.

背景技术Background technique

对于建筑物屋面梁和幕墙立柱的连接,采用在横梁的下部设置插销柱,插销柱插入到立柱中。对于插销柱的插入深度的控制,一直是个难点,如果插入过深,则在幕墙受到的风荷载和地震荷载中的水平荷载会对屋面梁产生过大扭矩,影响结构,而如果插入太浅,则很容易因热胀冷缩而两者脱开连接。For the connection between the building roof beam and the curtain wall column, the bolt column is set at the lower part of the beam, and the bolt column is inserted into the column. The control of the insertion depth of the bolt column has always been a difficult point. If the insertion depth is too deep, the horizontal load in the wind load and earthquake load on the curtain wall will generate excessive torque on the roof beam, affecting the structure, and if the insertion is too shallow, It is easy to disconnect the two due to thermal expansion and contraction.

实用新型内容Utility model content

本实用新型所要解决的技术问题是提供一种屋面梁和幕墙立柱的抗弯连接结构,既连接可靠又减少屋面梁受到的扭矩影响。为此,本实用新型采用以下技术方案:The technical problem to be solved by the utility model is to provide a flexural connection structure of roof beams and curtain wall columns, which not only has reliable connection but also reduces the influence of torque on the roof beams. For this reason, the utility model adopts the following technical solutions:

屋面梁和幕墙立柱的抗弯连接结构,包括插销柱,所述插销柱插入在立柱中,其特征在于所述连接结构还包括单向铰接结构,所述单向铰接结构的转动轴为水平轴,所述单向铰接结构的第一部分和屋面梁连接并在第一部分的两侧设置有与屋面梁连接的抗弯加强筋板,所述铰接结构的第二部分和插销柱连接,所述第一部分和第二部分通过所述转动轴铰接。The bending-resistant connection structure of roof beams and curtain wall columns includes a bolt column inserted in the column, characterized in that the connection structure further includes a one-way hinge structure, and the rotation axis of the one-way hinge structure is a horizontal axis , the first part of the one-way hinged structure is connected with the roof beam, and the two sides of the first part are provided with flexural stiffeners connected with the roof beam, the second part of the hinged structure is connected with the bolt column, the first part is One part and the second part are hinged through the rotation shaft.

在采用上述技术方案的基础上,本实用新型还可采用以下进一步的技术方案,或对这些进一步的技术方案组合使用:On the basis of adopting the above-mentioned technical solutions, the present invention can also adopt the following further technical solutions, or use these further technical solutions in combination:

所述立柱和插销柱之间设置有上下位置限位结构。An upper and lower position limiting structure is arranged between the upright column and the bolt column.

所述上下位置限位结构包括设置在立柱或插销柱上的竖向限位长孔,及插入所述竖向长孔的限位销。The upper and lower position limiting structure includes a vertical limiting long hole arranged on the upright column or the bolt column, and a limiting pin inserted into the vertical long hole.

所述第一部分和第二部分在转动轴的轴向上具有滑动间隙并能以转动轴为导向相对滑动。The first part and the second part have a sliding gap in the axial direction of the rotating shaft and can slide relative to each other guided by the rotating shaft.

所述第一部分为连接座,其下部具有左连接耳和右连接耳,所述左连接耳和右连接耳与转动轴连接而在轴向上能一起滑动,所述第二部分设有与转动轴间隙配合的连接孔,所述左连接耳和右连接耳与第二部分之间的间隔形成相对滑动的行程空间。The first part is a connecting seat, and its lower part has a left connecting ear and a right connecting ear, the left connecting ear and the right connecting ear are connected with the rotating shaft and can slide together in the axial direction, and the second part is provided with a rotating shaft. The connection holes of the shaft clearance fit, and the interval between the left connection ear and the right connection ear and the second part forms a relative sliding travel space.

所述第一部分包括顶部连接板、所述左连接耳和右连接耳,在左连接耳和右连接耳的外侧设置所述抗弯加强筋板,所述抗弯加强筋板与屋面梁连接。The first part includes a top connecting plate, the left connecting ear and the right connecting ear, the flexural stiffening rib plate is arranged on the outer side of the left connecting ear and the right connecting ear, and the flexural stiffening rib plate is connected with the roof beam.

本实用新型屋面梁和幕墙立柱连接可靠又减少屋面梁受到的扭矩影响,并且还能避免屋面梁对立柱的影响,提高建筑物的安全性和结构寿命。The utility model has reliable connection between the roof beam and the curtain wall column, reduces the torsional influence of the roof beam, avoids the influence of the roof beam on the column, and improves the safety and structural life of the building.

附图说明Description of drawings

图1为本实用新型所提供的实施例的主视图。FIG. 1 is a front view of an embodiment provided by the present invention.

图2为本实用新型所提供的实施例的侧视图。FIG. 2 is a side view of an embodiment provided by the present invention.

具体实施方式Detailed ways

参照附图。本实用新型所提供的屋面梁1和幕墙立柱2的抗弯连接结构,包括插销柱3,所述插销柱3插入在立柱2中,所述连接结构还包括单向铰接结构,所述单向铰接结构的转动轴4为如图所示的水平轴,使得立柱2和和屋面梁1之间能以转动轴4为轴前后相对微摆,使得因插销柱3插入立柱2而传导的幕墙所受风或地震荷载被依然分解为水平荷载和竖直荷载,使得屋面梁1少受扭矩。所述单向铰接结构的第一部分5和屋面梁1连接并在第一部分5的两侧设置有与屋面梁连接的抗弯加强筋板9,所述铰接结构的第二部分6和插销柱3连接,所述第一部分5和第二部分6通过所述转动轴4铰接。Refer to attached drawings. The flexural connection structure of the roof beam 1 and the curtain wall column 2 provided by the present invention includes a bolt column 3, the bolt column 3 is inserted into the column 2, and the connection structure also includes a one-way hinge structure. The rotation axis 4 of the hinged structure is a horizontal axis as shown in the figure, so that the vertical column 2 and the roof beam 1 can be relatively slightly swayed back and forth with the rotation axis 4 as the axis, so that the curtain wall conducted by the insertion of the bolt column 3 into the column 2 is completely swayed. Wind or earthquake loads are still decomposed into horizontal and vertical loads, so that the roof beam 1 is less torqued. The first part 5 of the one-way hinged structure is connected with the roof beam 1, and the two sides of the first part 5 are provided with flexural stiffeners 9 connected with the roof beam; the second part 6 of the hinged structure and the bolt column 3 connected, the first part 5 and the second part 6 are hinged through the rotating shaft 4 .

所述立柱和插销柱之间设置有上下位置限位结构。所述上下位置限位结构包括设置在立柱上的竖向限位长孔71,及插入所述竖向长孔71的限位销72,防止插销柱3脱出立柱2。限位销72可以是固接在插销柱3上,所述限位销72也可如图所示采用螺栓而在插销柱3上设置螺栓圆孔供其穿过,一端用螺栓头卡在立柱一侧,另一端用和螺栓连接的螺母卡在立柱另一侧。An upper and lower position limiting structure is arranged between the upright column and the bolt column. The upper and lower position limiting structure includes a vertical limiting long hole 71 disposed on the upright column, and a limiting pin 72 inserted into the vertical long hole 71 to prevent the pin post 3 from being pulled out of the upright post 2 . The limit pin 72 can be fixed on the pin column 3, and the limit pin 72 can also be bolted as shown in the figure, and a circular bolt hole is provided on the pin column 3 for it to pass through, and one end is clamped on the column with a bolt head. On one side, the other end is clamped to the other side of the column with a nut connected with the bolt.

所述第一部分5和第二部分6在转动轴4的轴向上具有滑动间隙并能以转动轴4为导向相对滑动。能够避免屋面梁的变形对立柱的影响。所述第一部分5为铰接座,其下部具有左连接耳51和右连接耳52,所述左连接耳51和右连接耳52和转动轴4连接而在轴向上能一起滑动,比如两者固接,或者如图所示,所述转动轴4采用螺栓,并用螺母40紧固在两连接耳上,The first part 5 and the second part 6 have a sliding gap in the axial direction of the rotating shaft 4 and can slide relative to each other guided by the rotating shaft 4 . It can avoid the influence of the deformation of the roof beam on the column. The first part 5 is a hinge seat, and its lower part has a left connecting ear 51 and a right connecting ear 52. The left connecting ear 51 and the right connecting ear 52 are connected with the rotating shaft 4 and can slide together in the axial direction, such as both. Fixed connection, or as shown in the figure, the rotating shaft 4 adopts bolts, and is fastened on the two connecting ears with nuts 40,

所述第二部分6可以是连接钢板,设有与转动轴4间隙配合的连接孔61而供转动轴4滑动,左连接耳51和右连接耳52与第二部分之间的间隔8形成所述相对滑动的行程空间。The second part 6 can be a connecting steel plate, and is provided with a connecting hole 61 that is clearance fit with the rotating shaft 4 for the rotating shaft 4 to slide. Describe the relative sliding travel space.

所述第一部分包括顶部连接板50、所述左连接耳51和右连接耳52,在左连接耳51和右连接耳52的外侧设置所述抗弯加强筋板9,所述抗弯加强筋板9与屋面梁连接。The first part includes a top connecting plate 50 , the left connecting ear 51 and the right connecting ear 52 . The panels 9 are connected to the roof beams.

以上所述仅为本实用新型的具体实施例,但本实用新型的结构特征并不局限于此,任何本领域的技术人员在本实用新型的领域内,所作的变化或修饰皆涵盖在本实用新型的保护范围之中。The above are only specific embodiments of the present utility model, but the structural features of the present utility model are not limited thereto. Any changes or modifications made by those skilled in the art in the field of the present utility model are all included in the present utility model. within the scope of new protection.

Claims (6)

1.屋面梁和幕墙立柱的抗弯连接结构,包括插销柱,所述插销柱插入在立柱中,其特征在于所述连接结构还包括单向铰接结构,所述单向铰接结构的转动轴为水平轴,所述单向铰接结构的第一部分和屋面梁连接并在第一部分的两侧设置有与屋面梁连接的抗弯加强筋板,所述铰接结构的第二部分和插销柱连接,所述第一部分和第二部分通过所述转动轴铰接。1. The flexural connection structure of roof beam and curtain wall column includes a bolt column, and the bolt column is inserted in the column, and it is characterized in that the connection structure also includes a one-way hinge structure, and the rotation axis of the one-way hinge structure is The horizontal axis, the first part of the one-way hinged structure is connected with the roof beam, and the two sides of the first part are provided with flexural stiffener plates connected with the roof beam, and the second part of the hinged structure is connected with the bolt column, so The first part and the second part are hinged through the rotation shaft. 2.如权利要求1所述的屋面梁和幕墙立柱的抗弯连接结构,其特征在于所述立柱和插销柱之间设置有上下位置限位结构。2 . The flexural connection structure of roof beams and curtain wall columns according to claim 1 , wherein an upper and lower position limit structure is arranged between the columns and the bolt columns. 3 . 3.如权利要求2所述的屋面梁和幕墙立柱的抗弯连接结构,其特征在于所述上下位置限位结构包括设置在立柱或插销柱上的竖向限位长孔,及插入所述竖向限位长孔的限位销。3. The flexural connection structure of roof beams and curtain wall columns as claimed in claim 2, characterized in that the upper and lower position limiting structures comprise vertical limiting long holes arranged on the columns or the bolt columns, and are inserted into the The limit pin for the vertical limit slot. 4.如权利要求1所述的屋面梁和幕墙立柱的抗弯连接结构,其特征在于所述第一部分和第二部分在转动轴的轴向上具有滑动间隙并能以转动轴为导向相对滑动。4. The flexural connection structure of roof beams and curtain wall columns as claimed in claim 1, characterized in that the first part and the second part have a sliding gap in the axial direction of the rotating shaft and can slide relative to the rotating shaft as a guide . 5.如权利要求4所述的屋面梁和幕墙立柱的抗弯连接结构,其特征在于所述第一部分为连接座,其下部具有左连接耳和右连接耳,所述左连接耳和右连接耳与转动轴连接而在轴向上能一起滑动,所述第二部分设有与转动轴间隙配合的连接孔,所述左连接耳和右连接耳与第二部分之间的间隔形成相对滑动的行程空间。5. The flexural connection structure of roof beam and curtain wall column as claimed in claim 4, characterized in that the first part is a connection seat, and the lower part thereof has a left connection ear and a right connection ear, and the left connection ear and the right connection are The lugs are connected with the rotating shaft to be able to slide together in the axial direction, the second part is provided with a connecting hole that is clearance fit with the rotating shaft, and the interval between the left connecting lug and the right connecting lug and the second part forms relative sliding travel space. 6.如权利要求5所述的屋面梁和幕墙立柱的抗弯连接结构,其特征在于所述第一部分包括顶部连接板、所述左连接耳和右连接耳,在左连接耳和右连接耳的外侧设置所述抗弯加强筋板,所述抗弯加强筋板与屋面梁连接。6. The flexural connection structure of roof beams and curtain wall columns as claimed in claim 5, characterized in that the first part comprises a top connecting plate, the left connecting ear and the right connecting ear, and the left connecting ear and the right connecting ear The flexural stiffening rib plate is arranged on the outer side of the rib, and the flexural stiffening rib plate is connected with the roof beam.
CN201921058967.XU 2019-07-08 2019-07-08 Flexural connection structure of roof beams and curtain wall columns Expired - Fee Related CN211341199U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201921058967.XU CN211341199U (en) 2019-07-08 2019-07-08 Flexural connection structure of roof beams and curtain wall columns

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201921058967.XU CN211341199U (en) 2019-07-08 2019-07-08 Flexural connection structure of roof beams and curtain wall columns

Publications (1)

Publication Number Publication Date
CN211341199U true CN211341199U (en) 2020-08-25

Family

ID=72130280

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201921058967.XU Expired - Fee Related CN211341199U (en) 2019-07-08 2019-07-08 Flexural connection structure of roof beams and curtain wall columns

Country Status (1)

Country Link
CN (1) CN211341199U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113322773A (en) * 2021-06-04 2021-08-31 南充职业技术学院 Steel structure beam for municipal road and bridge building construction and construction method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113322773A (en) * 2021-06-04 2021-08-31 南充职业技术学院 Steel structure beam for municipal road and bridge building construction and construction method thereof
CN113322773B (en) * 2021-06-04 2022-08-05 南充职业技术学院 A kind of steel structure beam for municipal road and bridge building construction and construction method thereof

Similar Documents

Publication Publication Date Title
CN101126254B (en) Sticking-free stiffening rib steel plate shearing force wall
CN201437612U (en) A movable roof curtain wall node with waist-shaped holes
CN111058533A (en) A friction energy dissipation type assembled beam-column connection node
KR20090016752A (en) Anti-buckling rotary connection device and steel structure for seismic reinforcement using the same
CN211341199U (en) Flexural connection structure of roof beams and curtain wall columns
CN207003648U (en) A kind of novel friction power consumption steel frame beam column joint
CN103470279A (en) U-shaped steel bracket capable of actively controlling deformation of surrounding rocks
CN205329909U (en) Ripple clamp core steel plate wall cracks in both sides
CN106978912B (en) Wood frame reinforcing and anti-seismic energy dissipation structure
CN210439507U (en) ALC externally-hung wallboard steel frame is indulged and is transversely two-step node structure that slides
CN101845853A (en) Movable roof curtain wall joint with waist-shaped hole
CN109235772B (en) Assembled buckling-restrained steel plate energy-consumption connecting beam and assembling method thereof
CN201713946U (en) H-shaped steel beam and H-shaped steel column web direction connection node structure
CN211369064U (en) Connection structure of roof beams and curtain wall columns
CN211548051U (en) Friction energy consumption type assembled beam column connecting node
CN104675095A (en) Adjustable steel pipe support
CN205101011U (en) Stock anchor rope combination supporting construction
CN112252508A (en) Assembled Friction Metal Damper with Seismic Monitoring and Staged Energy Dissipation
CN103290930A (en) L-shaped reinforcing plate bolt connecting device
CN204081255U (en) End plate type connects key structure
CN115492234B (en) Friction energy dissipation column with bidirectional deformation cooperation and multi-stage work
JP5953127B2 (en) Exterior materials, structures
CN205134554U (en) A semi -rigid node for connecting I shaped steel post and girder steel
CN205399746U (en) Steel construction shear force wall
CN116005796A (en) A semi-rigid steel frame beam-column joint based on buckling-resistant angle steel

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: 20200825