CN211341199U - Flexural connection structure of roof beams and curtain wall columns - Google Patents
Flexural connection structure of roof beams and curtain wall columns Download PDFInfo
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- 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
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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。
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.
Description
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
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
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
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
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
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)
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CN201921058967.XU CN211341199U (en) | 2019-07-08 | 2019-07-08 | Flexural connection structure of roof beams and curtain wall columns |
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CN201921058967.XU CN211341199U (en) | 2019-07-08 | 2019-07-08 | Flexural connection structure of roof beams and curtain wall columns |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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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 |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
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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 |
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Granted publication date: 20200825 |