CN205617561U - Concrete assembly type structure's beam column node connects - Google Patents
Concrete assembly type structure's beam column node connects Download PDFInfo
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- CN205617561U CN205617561U CN201620360305.8U CN201620360305U CN205617561U CN 205617561 U CN205617561 U CN 205617561U CN 201620360305 U CN201620360305 U CN 201620360305U CN 205617561 U CN205617561 U CN 205617561U
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- 230000002787 reinforcement Effects 0.000 claims abstract description 20
- 230000000149 penetrating effect Effects 0.000 claims 1
- 229910000831 Steel Inorganic materials 0.000 abstract description 7
- 239000010959 steel Substances 0.000 abstract description 7
- 238000010276 construction Methods 0.000 description 5
- 239000002131 composite material Substances 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
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Abstract
本实用新型涉及一种混凝土装配式建筑的梁柱节点接头，包括由柱结合部和若干个间隔设置于柱结合部侧部的梁结合部组成的梁柱结合部，所述柱结合部的周部间隔设置有纵向穿出柱结合部的预留钢筋孔，所述梁结合部的外侧端下部设置有受力钢筋接头。该梁柱节点接头不仅结构简单，而且减少了梁柱节点的现场钢筋配置和绑扎时间。
The utility model relates to a beam-column node joint of a concrete prefabricated building, which comprises a beam-column joint composed of a column joint and several beam joints arranged at intervals on the side of the column joint. There are reserved steel bar holes extending longitudinally out of the column joint at intervals, and the lower part of the outer end of the beam joint is provided with a stressed steel bar joint. The beam-column joint joint not only has a simple structure, but also reduces the on-site reinforcement configuration and binding time of the beam-column joint.
Description
技术领域technical field
本实用新型涉及一种混凝土装配式建筑的梁柱节点接头。The utility model relates to a beam-column node joint of a concrete assembly type building.
背景技术Background technique
目前，常规的混凝土装配式建筑的建造是将工厂已经预制好的梁、柱和墙构件运到现场进行组装，然而为了减少运输成本和吊装难度，梁预制构件常采用叠合梁，其上部钢筋需要后置并与梁柱节点部分一起支模，并进行混凝土浇注，大量的混凝土湿作业需要投入大量的人力物力。At present, the construction of conventional concrete prefabricated buildings is to transport the prefabricated beams, columns and wall components to the site for assembly. However, in order to reduce transportation costs and hoisting difficulties, prefabricated beams often use composite beams, and the upper reinforcement It needs to be post-placed and set up the formwork together with the beam-column joints, and concrete pouring is required. A lot of concrete wet work requires a lot of manpower and material resources.
另外，装配式建筑的梁柱节点的施工是难点，在现场进行的节点钢筋绑扎和配置质量难以得到保证。而且，如果大量进行梁柱节点处的混凝土湿作用，会影响施工速度。In addition, the construction of beam-column joints of prefabricated buildings is a difficult point, and the quality of joint reinforcement binding and configuration on site is difficult to guarantee. Moreover, if a large amount of concrete wet action at the beam-column joints is carried out, the construction speed will be affected.
发明内容Contents of the invention
本实用新型的目的在于提供一种混凝土装配式建筑的梁柱节点接头，该梁柱节点接头不仅结构简单，而且减少了梁柱节点的现场钢筋配置和绑扎时间。The purpose of the utility model is to provide a beam-column node joint of a concrete prefabricated building. The beam-column joint not only has a simple structure, but also reduces the on-site reinforcement configuration and binding time of the beam-column joint.
本实用新型的技术方案在于：一种混凝土装配式建筑的梁柱节点接头，包括由柱结合部和若干个间隔设置于柱结合部侧部的梁结合部组成的梁柱结合部，所述柱结合部的周部间隔设置有纵向穿出柱结合部的预留钢筋孔，所述梁结合部的外侧端下部设置有受力钢筋接头。The technical scheme of the utility model lies in: a beam-column node joint of a concrete prefabricated building, including a beam-column joint composed of a column joint and a plurality of beam joints arranged at intervals on the side of the column joint. The circumference of the junction is provided with reserved reinforcement holes extending longitudinally out of the column junction at intervals, and the lower part of the outer end of the beam junction is provided with a stressed reinforcement joint.
进一步地，所述柱结合部侧部间隔设置有四个梁结合部，所述梁结合部内设置有若干加密箍筋，所述加密箍筋露出梁结合部上表面。Further, four beam joints are arranged at intervals on the side of the column joint, and several denser stirrups are arranged inside the beam joint, and the denser stirrups expose the upper surface of the beam joint.
进一步地，所述加密箍筋的数目至少四根，所述梁结合部的外侧端中部还设置有用于与梁相连接的连接凸部。Further, the number of the encryption stirrups is at least four, and the middle part of the outer end of the beam joint is provided with a connecting convex part for connecting with the beam.
进一步地，所述预留钢筋孔的直径大于柱子的钢筋直径。Further, the diameter of the reserved reinforcement hole is larger than the diameter of the reinforcement of the column.
与现有技术相比较，本实用新型具有以下优点：该混凝土装配式建筑的梁柱节点接头，预留柱子的钢筋孔，梁的底部受力钢筋接头，可显著提升混凝土装配式建筑的施工速度和拼装效率，减少了梁柱节点的现场钢筋配置和绑扎，且梁柱结合部可在工厂完成预制，质量较易控制，具有施工方便、节约成本的特点。Compared with the prior art, the utility model has the following advantages: the beam-column node joints of the concrete prefabricated building, the steel bar holes of the columns are reserved, and the stressed steel bar joints at the bottom of the beam can significantly increase the construction speed of the concrete prefabricated building and assembly efficiency, reducing the on-site reinforcement configuration and binding of beam-column joints, and the beam-column junction can be prefabricated in the factory, the quality is easier to control, and it has the characteristics of convenient construction and cost saving.
附图说明Description of drawings
图1为本实用新型的结构示意图；Fig. 1 is the structural representation of the utility model;
图2为本实用新型的侧视图；Fig. 2 is a side view of the utility model;
图中：10-柱结合部 11-预留钢筋孔 20-梁结合部 21-受力钢筋接头 22-加密箍筋 23-连接凸部。In the figure: 10-Column junction 11-Reserved reinforcement hole 20-Beam junction 21-Stressed reinforcement joint 22-Encrypted stirrup 23-Connection convex part.
具体实施方式detailed description
为让本实用新型的上述特征和优点能更明显易懂，下文特举实施例，并配合附图，作详细说明如下，但本实用新型并不限于此。In order to make the above-mentioned features and advantages of the present invention more comprehensible, the following specific examples are given together with the accompanying drawings and described in detail as follows, but the present invention is not limited thereto.
参考图1和图2Refer to Figure 1 and Figure 2
一种混凝土装配式建筑的梁柱节点接头，包括由柱结合部10和若干个间隔设置于柱结合部侧部的梁结合部20组成的梁柱结合部，所述柱结合部呈方形，柱结合部的周部间隔设置有纵向穿出柱结合部的预留钢筋孔11，以便与柱子进行连接，所述梁结合部的外侧端下部设置有受力钢筋接头21，以提高练级诶强度，所述受力钢筋接头由若干间隔布设并穿入梁结合部的钢筋组成。A beam-column joint joint of a concrete prefabricated building, comprising a beam-column joint consisting of a column joint 10 and a plurality of beam-column joints 20 arranged at intervals on the side of the column joint, the column joint is square, and the column The circumference of the junction is provided with reserved reinforcement holes 11 that pass through the column junction longitudinally at intervals, so as to connect with the column, and the lower part of the outer end of the beam junction is provided with a stressed steel joint 21 to improve the strength of the training , the stressed steel bar joint is composed of a number of steel bars arranged at intervals and penetrated into the beam joint.
本实施例中，所述柱结合部侧部间隔设置有四个梁结合部，所述梁结合部内设置有若干加密箍筋22，所述加密箍筋露出梁结合部上表面。梁的上部钢筋可通过加密箍筋和梁柱结合部间的空隙来放置并准确定位。In this embodiment, four beam joints are arranged at intervals on the side of the column joint, and several encrypted stirrups 22 are arranged inside the beam joint, and the encrypted stirrups expose the upper surface of the beam joint. The upper reinforcement of the beam can be placed and accurately positioned by encrypting the gap between the stirrup and the beam-column junction.
本实施例中，所述加密箍筋的数目至少四根，所述梁结合部的外侧端中部还设置有用于与梁相连接的连接凸部23，以便与梁端部进行配合。In this embodiment, the number of the denser stirrups is at least four, and the middle part of the outer end of the beam joint is provided with a connecting convex part 23 for connecting with the beam so as to cooperate with the end of the beam.
本实施例中，所述预留钢筋孔的直径大于柱子的钢筋直径，以便柱子的钢筋穿过。In this embodiment, the diameter of the reserved reinforcement hole is larger than the diameter of the reinforcement of the column, so that the reinforcement of the column passes through.
以上所述仅为本实用新型的较佳实施例，凡依本实用新型申请专利范围所做的均等变化与修饰，皆应属本实用新型的涵盖范围。The above descriptions are only preferred embodiments of the present utility model, and all equivalent changes and modifications made according to the patent scope of the present utility model shall fall within the scope of the present utility model.
Claims (4)
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| Application Number | Priority Date | Filing Date | Title |
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| CN201620360305.8U CN205617561U (en) | 2016-04-26 | 2016-04-26 | Concrete assembly type structure's beam column node connects |
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| CN201620360305.8U CN205617561U (en) | 2016-04-26 | 2016-04-26 | Concrete assembly type structure's beam column node connects |
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| CN205617561U true CN205617561U (en) | 2016-10-05 |
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| CN201620360305.8U Expired - Fee Related CN205617561U (en) | 2016-04-26 | 2016-04-26 | Concrete assembly type structure's beam column node connects |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105696704A (en) * | 2016-04-26 | 2016-06-22 | 福州大学 | Beam column node connector of concrete assembled building and manufacturing process |
| CN106592759A (en) * | 2016-12-02 | 2017-04-26 | 上海理工大学 | Assembly type reinforced concrete frame beam column joint and preparation method |
| CN106677339A (en) * | 2017-03-10 | 2017-05-17 | 东南大学 | Assembly integral type concrete frame structure of dry-wet mixed connection of nodes and construction method |
| CN107578691A (en) * | 2017-10-16 | 2018-01-12 | 哈尔滨建筑云网络科技有限公司 | A frame structure construction training model for prefabricated building teaching |
-
2016
- 2016-04-26 CN CN201620360305.8U patent/CN205617561U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105696704A (en) * | 2016-04-26 | 2016-06-22 | 福州大学 | Beam column node connector of concrete assembled building and manufacturing process |
| CN105696704B (en) * | 2016-04-26 | 2018-03-16 | 福州大学 | The bean column node joint and manufacture craft of a kind of concrete assembled building |
| CN106592759A (en) * | 2016-12-02 | 2017-04-26 | 上海理工大学 | Assembly type reinforced concrete frame beam column joint and preparation method |
| CN106677339A (en) * | 2017-03-10 | 2017-05-17 | 东南大学 | Assembly integral type concrete frame structure of dry-wet mixed connection of nodes and construction method |
| CN107578691A (en) * | 2017-10-16 | 2018-01-12 | 哈尔滨建筑云网络科技有限公司 | A frame structure construction training model for prefabricated building teaching |
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Granted publication date: 20161005 Termination date: 20190426 |
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| CF01 | Termination of patent right due to non-payment of annual fee |