CN205475693U - Combination steel body structure of light steelframe - Google Patents
Combination steel body structure of light steelframe Download PDFInfo
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- CN205475693U CN205475693U CN201620237026.2U CN201620237026U CN205475693U CN 205475693 U CN205475693 U CN 205475693U CN 201620237026 U CN201620237026 U CN 201620237026U CN 205475693 U CN205475693 U CN 205475693U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 43
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- 210000001503 joint Anatomy 0.000 claims abstract description 10
- 230000009286 beneficial effect Effects 0.000 description 5
- 238000013461 design Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 239000002131 composite material Substances 0.000 description 1
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- 230000007547 defect Effects 0.000 description 1
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- 238000003912 environmental pollution Methods 0.000 description 1
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Abstract
本实用新型涉及轻钢架节点连接领域,特别涉及一种轻钢架的组合钢体结构。本实用新型的轻钢架的组合钢体结构包括两个斜梁梁体和套筒接头模组,两个所述斜梁梁体呈一字排布,并相互对接,所述套筒接头模组设置在两个所述斜梁梁体的对接处,且两个所述斜梁梁体对接的一端分别插接在套筒接头模组内,所述套筒接头模组通过多个高强螺栓分别与两个所述斜梁梁体固定。优点:结构简单,组装方便,斜梁梁体之间连接强度较高,稳定性较好,便于推广应用。
The utility model relates to the field of node connections of light steel frames, in particular to a combined steel body structure of light steel frames. The combined steel body structure of the light steel frame of the utility model includes two inclined beam beam bodies and sleeve joint modules. The two inclined beam beam bodies are arranged in a line and connected to each other. The sleeve joint modules The group is arranged at the butt joint of the two inclined beam bodies, and one end of the two inclined beam bodies is respectively plugged into the sleeve joint module, and the sleeve joint module is connected by a plurality of high-strength bolts They are respectively fixed with the two inclined beam bodies. Advantages: simple structure, convenient assembly, high connection strength between inclined beams and beam bodies, good stability, and easy popularization and application.
Description
技术领域 technical field
本实用新型涉及轻钢架节点连接领域,特别涉及一种轻钢架的组合钢体结构。 The utility model relates to the field of node connections of light steel frames, in particular to a combined steel body structure of light steel frames.
背景技术 Background technique
轻钢架作为一种经济合理的结构形式为广泛应用于工业厂房和体育馆等大型基建项目中,具有施工工期短、使用空间大、造价低、环境污染小等诸多优点,可作为传统钢筋混凝土结构的理想替代产品,因此轻钢架在土木工程领域受到广泛研究和实际应用。但由于轻钢架的整体稳定性差,在一定程度上限制了轻钢架的推广应用。为了让轻钢架能够更好的应用在工程中,发挥其最大的能效,因此对轻钢架整体稳定性的力学性能的研究就显得尤为重要。传统的轻钢架节点处理多采用的法兰连接,但节点处的内力分布不均匀且法兰盘的焊接质量也不容易控制,导致钢架之间连接强度不够稳定,容易出现断裂状况,严重者会引发不安全事故。 As an economical and reasonable structural form, light steel frame is widely used in large-scale infrastructure projects such as industrial plants and gymnasiums. It has many advantages such as short construction period, large use space, low cost, and small environmental pollution. It can be used as a traditional reinforced concrete structure. Therefore, the light steel frame has been extensively researched and practically applied in the field of civil engineering. However, due to the poor overall stability of the light steel frame, the popularization and application of the light steel frame is limited to a certain extent. In order to enable the light steel frame to be better applied in engineering and maximize its energy efficiency, it is particularly important to study the mechanical properties of the overall stability of the light steel frame. Traditional light steel frame joints often use flange connections, but the internal force distribution at the joints is uneven and the welding quality of the flanges is not easy to control, resulting in unstable connection strength between steel frames, prone to fractures, and serious Otherwise, it will cause unsafe accidents.
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轻钢架的组合钢体结构,有效的解决了传统的轻钢架节点处理多采用的法兰连接,但节点处的内力分布不均匀且法兰盘的焊接质量也不容易控制,导致钢架之间连接强度不够稳定,容易出现断裂状况,严重者会引发不安全事故的缺陷。 The technical problem to be solved by the utility model is to provide a combined steel body structure of a light steel frame, which effectively solves the flange connection that is often used in the traditional light steel frame node processing, but the internal force distribution at the node is uneven and the flange The welding quality of the plate is not easy to control, resulting in insufficient stability of the connection strength between the steel frames, prone to fractures, and serious defects that may cause unsafe accidents.
本实用新型解决上述技术问题的技术方案如下:一种轻钢架的组合钢体结构,包括两个斜梁梁体和套筒接头模组,两个上述斜梁梁体呈一字排布, 并相互对接,上述套筒接头模组设置在两个上述斜梁梁体的对接处,且两个上述斜梁梁体对接的一端分别插接在套筒接头模组内,上述套筒接头模组通过多个高强螺栓分别与两个上述斜梁梁体固定。 The technical solution of the utility model for solving the above-mentioned technical problems is as follows: a combined steel body structure of a light steel frame, including two inclined beam beam bodies and sleeve joint modules, the two above-mentioned inclined beam beam bodies are arranged in a line, And butt each other, the above-mentioned sleeve joint module is arranged at the butt joint of the two above-mentioned inclined beam beam bodies, and one end of the two above-mentioned inclined beam beam bodies is respectively plugged into the sleeve joint module, and the above-mentioned sleeve joint module The group is respectively fixed to the two above-mentioned oblique beam bodies through a plurality of high-strength bolts.
本实用新型的有益效果是:结构简单,组装方便,斜梁梁体之间连接强度较高,稳定性较好,便于推广应用。 The beneficial effects of the utility model are: simple structure, convenient assembly, high connection strength between inclined beams and beam bodies, good stability, and easy popularization and application.
在上述技术方案的基础上,本实用新型还可以做如下改进。 On the basis of the above technical solutions, the utility model can also be improved as follows.
进一步,两个上述斜梁梁体的截面均设置为工字型结构。 Further, the cross-sections of the two above-mentioned oblique beam bodies are both configured as I-shaped structures.
采用上述进一步方案的有益效果是设计合理、结构强度佳,节省材料。 The beneficial effect of adopting the above-mentioned further solution is that the design is reasonable, the structural strength is good, and the material is saved.
进一步,上述套筒接头模组包括上套筒接头和下套筒接头,上述上套筒接头和下套筒接头上下相对设置,且上述上套筒接头和下套筒接头内分别设有相对设置的T型槽道,两个上述斜梁梁体对接的一端上部分别插接在上述上套筒接头内的T型槽道中,并分别通过高强螺栓与上述上套筒接头固定,两个上述斜梁梁体对接的一端下部分别插接在上述下套筒接头内的T型槽道中,并分别通过高强螺栓与上述下套筒接头固定。 Further, the above-mentioned sleeve joint module includes an upper sleeve joint and a lower sleeve joint, the above-mentioned upper sleeve joint and the lower sleeve joint are arranged opposite to each other up and down, and the above-mentioned upper sleeve joint and the lower sleeve joint are respectively provided with oppositely arranged T-shaped channel, the upper part of one end of the two above-mentioned slanted beam bodies is respectively inserted into the T-shaped channel in the above-mentioned upper sleeve joint, and is respectively fixed with the above-mentioned upper sleeve joint by high-strength bolts, and the two above-mentioned inclined beams The lower part of the butt end of the beam body is inserted into the T-shaped channel in the lower sleeve joint, and is respectively fixed with the lower sleeve joint by high-strength bolts.
采用上述进一步方案的有益效果是套筒接头模组结构简单,安装方便,结构强度较高,稳定性较好。 The beneficial effect of adopting the above further solution is that the sleeve joint module has a simple structure, convenient installation, high structural strength and good stability.
进一步,两个上述斜梁梁体对接处的两侧分别设有第一夹板和第二夹板,上述第一夹板贴靠在上述上套筒接头和下套筒接头一侧端面上,并通过高强螺栓固定,上述第二夹板贴靠在上述上套筒接头和下套筒接头的另一侧端面上,并通过高强螺栓固定。 Further, a first splint and a second splint are respectively provided on both sides of the butt joint of the two inclined beam bodies, and the first splint is attached to the end surface of the upper sleeve joint and the lower sleeve joint, and is passed through a high-strength joint. The bolts are fixed, and the above-mentioned second splint is attached to the other end surface of the above-mentioned upper sleeve joint and the lower sleeve joint, and is fixed by high-strength bolts.
采用上述进一步方案的有益效果是进一步增强上套筒接头和下套筒接头与斜梁梁体之间连接的结构强度,避免在外力过大的状况下,上套筒接头和下套筒接头发生扭曲、变形的状况。 The beneficial effect of adopting the above-mentioned further solution is to further enhance the structural strength of the connection between the upper sleeve joint and the lower sleeve joint and the inclined beam beam body, and avoid twisting and tearing of the upper sleeve joint and the lower sleeve joint under the condition of excessive external force. deformed condition.
进一步,两个上述斜梁梁体的截面形状均设置为等截面或变截面。 Further, the cross-sectional shapes of the two above-mentioned oblique beam bodies are all set to be equal cross-section or variable cross-section.
采用上述进一步方案的有益效果是设计合理,使用灵活,可根据实际需 求改变斜梁梁体的结构形状,实用性较强。 The beneficial effect of adopting the above-mentioned further scheme is that the design is reasonable, the use is flexible, the structural shape of the inclined beam beam body can be changed according to actual needs, and the practicability is strong.
附图说明 Description of drawings
图1为本实用新型的轻钢架的组合钢体结构的结构示意图; Fig. 1 is the structural representation of the composite steel body structure of light steel frame of the present utility model;
图2为本实用新型的轻钢架的组合钢体结构的图斜梁梁体与套筒接头模组的装配结构示意图; Fig. 2 is the assembly structure schematic diagram of the figure inclined beam beam body and sleeve joint module of the combined steel body structure of light steel frame of the present utility model;
图3为本实用新型的轻钢架的组合钢体结构的套筒接头模组的截面结构示意图。 Fig. 3 is a cross-sectional schematic diagram of the sleeve joint module of the combined steel body structure of the light steel frame of the present invention.
图4为本实用新型的轻钢架的组合钢体结构的另一实施例的结构示意图。 Fig. 4 is a structural schematic view of another embodiment of the combined steel body structure of the light steel frame of the present invention.
附图中,各标号所代表的部件列表如下: In the accompanying drawings, the list of parts represented by each label is as follows:
1、斜梁梁体,2、套筒接头模组,3、第一夹板,4、第二夹板,21、上套筒接头,22、下套筒接头,211、T型槽道, 1. Inclined beam body, 2. Sleeve joint module, 3. First splint, 4. Second splint, 21. Upper sleeve joint, 22. Lower sleeve joint, 211. T-shaped channel,
具体实施方式 detailed description
以下结合附图对本实用新型的原理和特征进行描述,所举实例只用于解释本实用新型,并非用于限定本实用新型的范围。 The principles and features of the present utility model are described below in conjunction with the accompanying drawings, and the examples given are only used to explain the utility model, and are not used to limit the scope of the utility model.
实施例:如图1所示,本实施例的轻钢架的组合钢体结构包括两个斜梁梁体1和套筒接头模组2,两个上述斜梁梁体1呈一字排布,并相互对接,上述套筒接头模组2设置在两个上述斜梁梁体1的对接处,且两个上述斜梁梁体1对接的一端分别插接在套筒接头模组2内,上述套筒接头模组2通过多个高强螺栓分别与两个上述斜梁梁体1固定。 Embodiment: As shown in Figure 1, the combined steel body structure of the light steel frame in this embodiment includes two inclined beam beam bodies 1 and sleeve joint modules 2, and the two above-mentioned inclined beam beam bodies 1 are arranged in a line , and docked with each other, the above-mentioned sleeve joint module 2 is arranged at the butt joint of the two above-mentioned inclined beam beam bodies 1, and the butt ends of the two above-mentioned inclined beam beam bodies 1 are respectively plugged into the sleeve joint module 2, The sleeve joint module 2 is respectively fixed to the two inclined beam bodies 1 by a plurality of high-strength bolts.
优选的,两个上述斜梁梁体1的截面均设置为工字型结构。 Preferably, the cross-sections of the two above-mentioned oblique beam bodies 1 are both configured as I-shaped structures.
如图2和3所示,上述套筒接头模组2包括上套筒接头21和下套筒接头22,上述上套筒接头21和下套筒接头22上下相对设置,且上述上套筒接 头21和下套筒接头22内分别设有相对设置的T型槽道211,两个上述斜梁梁体1对接的一端上部分别插接在上述上套筒接头21内的T型槽道211中,并分别通过高强螺栓与上述上套筒接头21固定,两个上述斜梁梁体1对接的一端下部分别插接在上述下套筒接头22内的T型槽道211中,并分别通过高强螺栓与上述下套筒接头22固定。 As shown in Figures 2 and 3, the above-mentioned sleeve joint module 2 includes an upper sleeve joint 21 and a lower sleeve joint 22, the above-mentioned upper sleeve joint 21 and the lower sleeve joint 22 are arranged up and down oppositely, and the above-mentioned upper sleeve joint 21 and the lower sleeve joint 22 are respectively provided with oppositely arranged T-shaped channels 211, and the upper parts of one end of the two above-mentioned oblique beam bodies 1 are inserted into the T-shaped channels 211 in the above-mentioned upper sleeve joint 21 respectively. , and are respectively fixed with the above-mentioned upper sleeve joint 21 by high-strength bolts. The bolt is fixed with the above-mentioned lower sleeve joint 22 .
安装过程中,将两个斜梁梁体1的一端分别由上套筒接头21和下套筒接头22插入,且两个斜梁梁体1的上半部分插入对应的上套筒接头21内,下半部分插入对应的下套筒接头22内,之后,两个斜梁梁体1对接处对应的上套筒接头21或下套筒接头22的外侧均横向穿过一根或多根高强螺栓,且高强螺栓依次由上套筒接头21或下套筒接头22的一侧依次穿过上套筒接头21或下套筒接头22的该侧以及斜梁梁体1中部的腹板,并由上套筒接头21或下套筒接头22的另一侧穿出,最后通过螺母固定,使得上套筒接头21或下套筒接头22与斜梁梁体1之间紧紧固定住,其中,T型槽道211与斜梁梁体1的外轮廓线相吻合,使得插接后,斜梁梁体1与上套筒接头21和下套筒接头22之间的配合比较紧密,使得使用时不会发生位移偏移。 During installation, insert one end of the two inclined beam bodies 1 through the upper sleeve joint 21 and the lower sleeve joint 22 respectively, and insert the upper half of the two inclined beam bodies 1 into the corresponding upper sleeve joint 21 , the lower half is inserted into the corresponding lower sleeve joint 22, after that, the outer sides of the corresponding upper sleeve joint 21 or lower sleeve joint 22 at the butt joint of the two oblique beam bodies 1 pass through one or more high-strength Bolts, and the high-strength bolts pass through the side of the upper sleeve joint 21 or the lower sleeve joint 22 and the web in the middle of the inclined beam body 1 in turn from one side of the upper sleeve joint 21 or the lower sleeve joint 22, and It passes through the other side of the upper sleeve joint 21 or the lower sleeve joint 22, and finally is fixed by a nut, so that the upper sleeve joint 21 or the lower sleeve joint 22 and the inclined beam body 1 are tightly fixed, wherein , the T-shaped channel 211 coincides with the outer contour of the inclined beam body 1, so that after insertion, the cooperation between the inclined beam body 1 and the upper sleeve joint 21 and the lower sleeve joint 22 is relatively tight, so that the use No displacement shift will occur.
优选的,两个上述斜梁梁体1对接处的两侧分别设有第一夹板3和第二夹板4,上述第一夹板3贴靠在上述上套筒接头21和下套筒接头22一侧端面上,并通过高强螺栓固定,上述第二夹板4贴靠在上述上套筒接头21和下套筒接头22的另一侧端面上,并通过高强螺栓固定,因上套筒接头21和下套筒接头22之间具有间隙,其在使用过程中,在外力过大时,有可能使得上套筒接头21或下套筒接头22发生扭曲变形,故,增加该第一夹板3和第二夹板4,有效的避免了上述状况发生,使整体的连接强度更高,稳定性更好。 Preferably, a first splint 3 and a second splint 4 are provided on both sides of the butt joint of the two inclined beam bodies 1, and the first splint 3 is attached to the upper sleeve joint 21 and the lower sleeve joint 22. and fixed by high-strength bolts, the second splint 4 is attached to the other side end surface of the upper sleeve joint 21 and the lower sleeve joint 22, and fixed by high-strength bolts, because the upper sleeve joint 21 and the lower sleeve joint 22 There is a gap between the lower sleeve joints 22, which may distort and deform the upper sleeve joint 21 or the lower sleeve joint 22 when the external force is too large during use. Therefore, the first splint 3 and the second clamping plate 3 are added The second splint 4 effectively avoids the occurrence of the above-mentioned situation, so that the overall connection strength is higher and the stability is better.
两个上述斜梁梁体1的截面形状均设置为等截面。 The cross-sectional shapes of the two above-mentioned oblique beam bodies 1 are all set as equal cross-sections.
在一些实施例中,如图4所示,两个上述斜梁梁体1的截面形状均还可 根据实际使用需求设计为变截面,相应的上套筒接头21和下套筒接头22的截面形状随斜梁梁体1的截面形状变化而改变。 In some embodiments, as shown in FIG. 4 , the cross-sectional shapes of the two above-mentioned oblique beam bodies 1 can also be designed as variable cross-sections according to actual use requirements, and the corresponding cross-sections of the upper sleeve joint 21 and the lower sleeve joint 22 The shape changes with the cross-sectional shape of the inclined beam body 1 .
以上所述仅为本实用新型的较佳实施例,并不用以限制本实用新型,凡在本实用新型的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本实用新型的保护范围之内。 The above descriptions are only preferred embodiments of the present utility model, and are not intended to limit the present utility model. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present utility model shall be included in this utility model. within the scope of protection of utility models.
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| CN109296073A (en) * | 2018-11-24 | 2019-02-01 | 沈阳建筑大学 | New prefabricated beam-column connection |
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| CN109296073A (en) * | 2018-11-24 | 2019-02-01 | 沈阳建筑大学 | New prefabricated beam-column connection |
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