CN202124934U - Connecting device for reinforced concrete beam and shear wall - Google Patents
Connecting device for reinforced concrete beam and shear wall Download PDFInfo
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- CN202124934U CN202124934U CN 201120210922 CN201120210922U CN202124934U CN 202124934 U CN202124934 U CN 202124934U CN 201120210922 CN201120210922 CN 201120210922 CN 201120210922 U CN201120210922 U CN 201120210922U CN 202124934 U CN202124934 U CN 202124934U
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Abstract
本实用新型提供一种钢筋混凝土梁与剪力墙的连接装置，其特征在于与钢筋混凝土梁相连的剪力墙内设有纵向钢筋，钢筋混凝土梁内的水平钢筋与剪力墙内的纵向钢筋相连。大大增强了连接处的刚性和牢固程度，从而使钢筋混凝土梁与剪力墙之间能够牢固连接。另外，该连接装置不会影响墙体的形状，也不会破坏建筑的结构样式，同时，该装置施工非常方便，适用范围广，完全满足了钢筋混凝土梁内的水平钢筋在剪力墙内的锚固效果。
The utility model provides a connection device between a reinforced concrete beam and a shear wall, which is characterized in that longitudinal reinforcement is arranged in the shear wall connected with the reinforced concrete beam, and the horizontal reinforcement in the reinforced concrete beam and the longitudinal reinforcement in the shear wall connected. The rigidity and firmness of the connection are greatly enhanced, so that the reinforced concrete beam and the shear wall can be firmly connected. In addition, the connection device will not affect the shape of the wall, nor will it damage the structural style of the building. At the same time, the device is very convenient for construction and has a wide range of applications, which fully meets the needs of horizontal steel bars in reinforced concrete beams in shear walls. Anchoring effect.
Description
技术领域 technical field
本实用新型涉及一种连接装置，特别是一种牢固连接钢筋混凝土梁与剪力墙的连接装置，属于建筑构件技术领域。 The utility model relates to a connecting device, in particular to a connecting device for firmly connecting a reinforced concrete beam and a shear wall, and belongs to the technical field of building components.
背景技术 Background technique
现代高层建筑大量采用框架结构配合剪力墙的构建方式，这样不仅建筑的结构强度大，而且建筑的抗风抗震能力都大大增强。对于高度超过30层的建筑来说，剪力墙的厚度一般为200mm-350mm，当混凝土梁与剪力墙在平面外刚性连接时，混凝土梁纵筋在剪力墙内的水平锚固长度无法满足结构设计规范所规定的长度要求。虽然一些建筑图纸中给出了连接点的构造，但是在实际使用中这些构造存在使用范围窄小，以及施工质量不易控制的问题，同时结构也过于复杂，极大地影响了施工的进度。因此有必要对现有技术加以改进。 A large number of modern high-rise buildings adopt the construction method of frame structure and shear wall, so that not only the structural strength of the building is high, but also the wind and earthquake resistance of the building are greatly enhanced. For buildings with a height of more than 30 floors, the thickness of the shear wall is generally 200mm-350mm. When the concrete beam and the shear wall are rigidly connected outside the plane, the horizontal anchorage length of the longitudinal reinforcement of the concrete beam in the shear wall cannot meet the requirements. The length requirements stipulated in the structural design specifications. Although the structure of the connection points is given in some architectural drawings, in actual use, these structures have the problems of narrow use range and difficult control of construction quality. At the same time, the structure is too complicated, which greatly affects the progress of construction. Therefore it is necessary to improve the prior art.
发明内容 Contents of the invention
为克服现有混凝土梁纵筋在剪力墙内的水平锚固长度不足而带来的适用范围小，施工质量不易控制等问题，本实用新型提供一种具有适用范围广、构造简单、又能满足锚固效果的钢筋混凝土梁与剪力墙的连接装置。 In order to overcome the problems of narrow application range and difficult control of construction quality caused by the lack of horizontal anchorage length of the existing concrete beam longitudinal reinforcement in the shear wall, the utility model provides a wide application range, simple structure, and can meet the requirements of The connection device of the reinforced concrete beam and the shear wall of the anchorage effect.
本实用新型通过下列技术方案完成：一种钢筋混凝土梁与剪力墙的连接装置，其特征在于与钢筋混凝土梁相连的剪力墙内设有纵向钢筋，钢筋混凝土梁内的水平钢筋与剪力墙内的纵向钢筋相连，以便两两钢筋焊接后，使钢筋混凝土梁与剪力墙牢固连接。 The utility model is completed through the following technical solutions: a connection device between a reinforced concrete beam and a shear wall, which is characterized in that the shear wall connected with the reinforced concrete beam is provided with longitudinal steel bars, and the horizontal steel bars in the reinforced concrete beam are connected with the shear force The longitudinal steel bars in the wall are connected, so that after two steel bars are welded, the reinforced concrete beam and the shear wall are firmly connected.
所述纵向钢筋设为角钢，或者槽钢，或者工字钢。 The longitudinal reinforcement is set as an angle steel, or a channel steel, or an I-beam.
所述纵向钢筋在剪力墙内间隔设置多根。 A plurality of longitudinal steel bars are arranged at intervals in the shear wall.
所述水平钢筋在钢筋混凝土梁内间隔设置多对，每一对分上下焊接在对应的纵向钢筋上。 The horizontal reinforcing bars are arranged in multiple pairs at intervals in the reinforced concrete beam, and each pair is welded up and down on the corresponding longitudinal reinforcing bars.
本实用新型具有下列优点和效果：采用上述方案，即通过在剪力墙内埋设纵向钢筋，使纵向钢筋与钢筋混凝土梁内的水平钢筋相连接，大大增强了连接处的刚性和牢固程度，从而使钢筋混凝土梁与剪力墙之间能够牢固连接。另外，该连接装置不会影响墙体的形状，也不会破坏建筑的结构样式，同时，该装置施工非常方便，适用范围广，完全满足了钢筋混凝土梁内的水平钢筋在剪力墙内的锚固效果。实为一理想的钢筋混凝土梁与剪力墙的连接装置。 The utility model has the following advantages and effects: adopting the above-mentioned scheme, that is, by embedding the longitudinal reinforcement in the shear wall, the longitudinal reinforcement is connected with the horizontal reinforcement in the reinforced concrete beam, which greatly enhances the rigidity and firmness of the joint, thereby To enable a firm connection between the reinforced concrete beam and the shear wall. In addition, the connection device will not affect the shape of the wall, nor will it damage the structural style of the building. At the same time, the device is very convenient for construction and has a wide range of applications, which fully meets the needs of horizontal steel bars in reinforced concrete beams in shear walls. Anchoring effect. It is an ideal connecting device between reinforced concrete beam and shear wall.
附图说明 Description of drawings
图1为本实用新型之结构示意图； Fig. 1 is the structural representation of the utility model;
图2为图1的俯视结构图。 FIG. 2 is a top structural view of FIG. 1 .
具体实施方式 Detailed ways
下面结合附图对本实用新型做进一步描述。 Below in conjunction with accompanying drawing, the utility model is further described.
本实用新型提供的钢筋混凝土梁与剪力墙的连接装置，是在与钢筋混凝土梁4相连的剪力墙1内设有纵向角钢2，所述纵向角钢2在剪力墙1内间隔设置三根，钢筋混凝土梁4内的三对水平钢筋3分别与剪力墙1内的三根纵向角钢2相连，且每一对水平钢筋3分上下焊接在对应的纵向角钢2上，使钢筋混凝土梁4与剪力墙1牢固连接，如图1、图2。
The connection device between the reinforced concrete beam and the shear wall provided by the utility model is that a longitudinal angle steel 2 is provided in the
Claims (4)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120210922 CN202124934U (en) | 2011-06-21 | 2011-06-21 | Connecting device for reinforced concrete beam and shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120210922 CN202124934U (en) | 2011-06-21 | 2011-06-21 | Connecting device for reinforced concrete beam and shear wall |
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| Publication Number | Publication Date |
|---|---|
| CN202124934U true CN202124934U (en) | 2012-01-25 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN 201120210922 Expired - Lifetime CN202124934U (en) | 2011-06-21 | 2011-06-21 | Connecting device for reinforced concrete beam and shear wall |
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| CN (1) | CN202124934U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102995613A (en) * | 2012-12-17 | 2013-03-27 | 中国水电顾问集团贵阳勘测设计研究院 | Connection method and structure for casting wall body and plate girder of powerhouse of hydropower station by stages |
| CN110424588A (en) * | 2019-08-07 | 2019-11-08 | 广西科技大学 | A kind of building assembled out-hung panel |
-
2011
- 2011-06-21 CN CN 201120210922 patent/CN202124934U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102995613A (en) * | 2012-12-17 | 2013-03-27 | 中国水电顾问集团贵阳勘测设计研究院 | Connection method and structure for casting wall body and plate girder of powerhouse of hydropower station by stages |
| CN110424588A (en) * | 2019-08-07 | 2019-11-08 | 广西科技大学 | A kind of building assembled out-hung panel |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20120125 |
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| CX01 | Expiry of patent term |