CN205677114U - Installation node for assembled inside casing light partition wall - Google Patents
Installation node for assembled inside casing light partition wall Download PDFInfo
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- CN205677114U CN205677114U CN201620459836.2U CN201620459836U CN205677114U CN 205677114 U CN205677114 U CN 205677114U CN 201620459836 U CN201620459836 U CN 201620459836U CN 205677114 U CN205677114 U CN 205677114U
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- 238000005192 partition Methods 0.000 title claims abstract description 119
- 238000009434 installation Methods 0.000 title claims abstract description 58
- 239000010959 steel Substances 0.000 claims abstract description 79
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 77
- 239000002131 composite material Substances 0.000 claims description 37
- 239000000463 material Substances 0.000 claims description 7
- 241001669679 Eleotris Species 0.000 claims 2
- 210000003141 lower extremity Anatomy 0.000 claims 1
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- 239000004567 concrete Substances 0.000 abstract description 13
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- 238000010586 diagram Methods 0.000 description 6
- 238000000034 method Methods 0.000 description 3
- 229910000838 Al alloy Inorganic materials 0.000 description 2
- 229910000851 Alloy steel Inorganic materials 0.000 description 2
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- 230000005540 biological transmission Effects 0.000 description 2
- 239000011083 cement mortar Substances 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 239000004698 Polyethylene Substances 0.000 description 1
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- 239000003562 lightweight material Substances 0.000 description 1
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Abstract
本实用新型公开了一种用于装配式内框轻质隔墙的安装节点,涉及建筑钢结构领域。所述用于装配式内框轻质隔墙的安装节点,包括下节点和上节点,其中:所述下节点包括下框架梁和设置于下框架梁上的支托,所述支托包括支撑板、位于所述支撑板上方的平板和位于所述支撑板下方的底板,所述底板与下框架梁连接,所述平板上设置有第一螺栓孔,所述平板螺栓连接隔墙的底部;所述上节点包括上框架梁和设置于上框架梁上的型钢,所述型钢的上端连接所述上框架梁,下端设置有第二螺栓孔,所述型钢螺栓连接隔墙的上部。本实用新型能方便混凝土内框隔墙快速、准确的安装,大幅提高工作效率和节约成本。
The utility model discloses an installation node for an assembled inner frame lightweight partition wall, which relates to the field of building steel structures. The installation node for the prefabricated inner frame lightweight partition wall includes a lower node and an upper node, wherein: the lower node includes a lower frame beam and a support set on the lower frame beam, and the support includes a support plate, a flat plate above the supporting plate and a bottom plate below the supporting plate, the bottom plate is connected to the lower frame beam, the flat plate is provided with a first bolt hole, and the flat plate is bolted to the bottom of the partition wall; The upper node includes an upper frame beam and a shaped steel set on the upper frame beam. The upper end of the shaped steel is connected to the upper frame beam, and the lower end is provided with a second bolt hole, and the shaped steel bolt is connected to the upper part of the partition wall. The utility model can facilitate the fast and accurate installation of the concrete inner frame partition wall, greatly improve the working efficiency and save the cost.
Description
技术领域technical field
本实用新型涉及建筑钢结构领域,具体涉及一种用于装配式内框轻质隔墙的安装节点。The utility model relates to the field of building steel structures, in particular to an installation node for an assembled inner frame lightweight partition wall.
背景技术Background technique
预制装配式内框轻质隔墙是一种符合建筑工业化要求的新型隔墙。它是两块轻质混凝土面板通过插筋连接成为整体,并在混凝土面板之间填充隔声、防潮的轻质材料,并根据受力、防火及预埋管线的要求设置内框架。内框架的材料可以为混凝土、钢材或铝合金等。预制装配式内框轻质隔墙自重轻,隔声、防潮效果好,无板缝,墙体实现工厂全预制。此外,由于该隔墙具有内框架,墙体整体性能好,面内和面外均具有较大刚度。所以该隔墙在吊装或受到面外偶然荷载作用时,墙体不易开裂,具有很好的承载能力。因具备上述优点,内框轻质隔墙在装配式建筑领域有很好的应用和市场前景。The prefabricated inner frame lightweight partition wall is a new type of partition wall that meets the requirements of building industrialization. It is made of two lightweight concrete panels connected by inserting bars to form a whole, and the sound insulation and moisture-proof lightweight materials are filled between the concrete panels, and the inner frame is set according to the requirements of force, fire prevention and embedded pipelines. The material of the inner frame can be concrete, steel or aluminum alloy. The prefabricated inner frame lightweight partition wall has light weight, good sound insulation and moisture resistance, no seams, and the wall is fully prefabricated in the factory. In addition, because the partition wall has an internal frame, the overall performance of the wall is good, and both in-plane and out-of-plane rigidity are relatively large. Therefore, when the partition wall is hoisted or subjected to accidental loads outside the plane, the wall is not easy to crack and has a good bearing capacity. Due to the above advantages, the inner frame lightweight partition wall has good application and market prospects in the field of prefabricated buildings.
装配式内框轻质隔墙可用于钢框架和混凝土框架。但目前安装该隔墙时,往往是在浇筑后的混凝土梁或楼板上重新开槽,再埋设隔墙连接件。这样的做法易破坏原有结构(如造成裂缝,弄断钢筋等),且施工不便。为了使该内框轻质隔墙在施工现场准确、快速地安装,应合理地设计隔墙的安装节点。合理的安装节点能大幅提高工作效率和节约成本,是预制装配式隔墙的技术关键。The prefabricated inner frame lightweight partition wall can be used in steel frame and concrete frame. However, when this partition wall is installed at present, it is often to regroove the concrete beam or the floor slab after pouring, and then bury the partition wall connector. Such an approach is easy to damage the original structure (such as causing cracks, breaking steel bars, etc.), and the construction is inconvenient. In order to make the inner frame lightweight partition wall be installed accurately and quickly at the construction site, the installation nodes of the partition wall should be reasonably designed. Reasonable installation nodes can greatly improve work efficiency and save costs, and are the key technology of prefabricated partition walls.
实用新型内容Utility model content
本实用新型提供一种在施工现场准确、快速的安装,能大幅提高工作效率和节约成本的用于装配式内框轻质隔墙的安装节点。The utility model provides an installation node for a lightweight partition wall with an assembled inner frame, which can be installed accurately and quickly at a construction site, can greatly improve work efficiency and save costs.
为解决上述技术问题,本实用新型提供技术方案如下:In order to solve the problems of the technologies described above, the utility model provides technical solutions as follows:
一种用于装配式内框轻质隔墙的安装节点,包括下节点和上节点,其中:An installation node for a prefabricated inner frame lightweight partition wall, including a lower node and an upper node, wherein:
所述下节点包括下框架梁和设置于下框架梁上的支托,所述支托包括支撑板、位于所述支撑板上方的平板和位于所述支撑板下方的底板,所述底板与下框架梁连接,所述平板上设置有第一螺栓孔,所述平板螺栓连接隔墙的底部;The lower node includes a lower frame beam and a support set on the lower frame beam, and the support includes a support plate, a flat plate located above the support plate and a bottom plate located below the support plate, and the bottom plate and the lower The frame beam is connected, the first bolt hole is arranged on the flat plate, and the bottom of the partition wall is connected by bolts on the flat plate;
所述上节点包括上框架梁和设置于上框架梁上的型钢,所述型钢的上端连接所述上框架梁,下端设置有第二螺栓孔,所述型钢螺栓连接隔墙的上部。The upper node includes an upper frame beam and a shaped steel set on the upper frame beam. The upper end of the shaped steel is connected to the upper frame beam, and the lower end is provided with a second bolt hole, and the shaped steel bolt is connected to the upper part of the partition wall.
进一步的,隔墙的底部设置有与所述支托匹配的凹槽,所述凹槽内与所述第一螺栓孔相对应的位置设置有内丝套筒。Further, the bottom of the partition wall is provided with a groove matching the support, and an inner wire sleeve is provided in the groove corresponding to the first bolt hole.
进一步的,所述支撑板为三块,呈U形布置在所述平板的下方,所述U形的开口朝向隔墙的一侧墙面。Further, there are three support plates, which are arranged in a U shape under the flat plate, and the opening of the U shape faces one side wall of the partition wall.
进一步的,所述第一螺栓孔为平行于隔墙墙面的长圆孔,所述第二螺栓孔为竖直方向长圆孔。Further, the first bolt hole is an oblong hole parallel to the wall surface of the partition wall, and the second bolt hole is an oblong hole in the vertical direction.
进一步的,所述隔墙的上端面与上框架梁的下边缘之间留有间隙,所述平板与楼板的上表面之间留有缝隙,所述间隙和缝隙内均填充柔性材料。Further, there is a gap between the upper end surface of the partition wall and the lower edge of the upper frame beam, and a gap between the flat plate and the upper surface of the floor slab, and flexible materials are filled in the gap and the gap.
进一步的,所述下框架梁为下钢梁,所述上框架梁为上钢梁,所述支撑板的下部穿设在楼板的现浇部分中,并且所述支撑板的上部和下钢梁分别位于楼板的两侧,所述底板与下钢梁的上翼缘采用螺栓连接,所述型钢的上端与上钢梁的下翼缘采用螺栓连接。Further, the lower frame beam is a lower steel beam, the upper frame beam is an upper steel beam, the lower part of the support plate is pierced in the cast-in-place part of the floor, and the upper part of the support plate and the lower steel beam They are respectively located on both sides of the floor slab, the bottom slab is connected with the upper flange of the lower steel beam by bolts, and the upper end of the shaped steel is connected with the lower flange of the upper steel beam by bolts.
进一步的,所述型钢为倒“L”型钢,所述倒“L”型钢的水平部分与上钢梁采用螺栓连接,所述第二螺栓孔设置于所述倒“L”型钢的竖向部分。Further, the shaped steel is an inverted "L" shaped steel, the horizontal part of the inverted "L" shaped steel is connected to the upper steel beam by bolts, and the second bolt hole is set on the vertical part of the inverted "L" shaped steel .
进一步的,所述下框架梁为下叠合梁,所述上框架梁为上叠合梁,所述下叠合梁包括下叠合梁预制部分和下叠合梁现浇部分,所述上叠合梁包括上叠合梁预制部分和上叠合梁现浇部分,所述支撑板的下部穿设在下叠合梁现浇部分和楼板中,所述支撑板的上部位于所述下叠合梁现浇部分的 上侧,所述底板与下叠合梁预制部分采用螺栓连接,所述型钢的上端与上叠合梁预制部分采用螺栓连接。。Further, the lower frame beam is a lower composite beam, the upper frame beam is an upper composite beam, and the lower composite beam includes a prefabricated part of the lower composite beam and a cast-in-place part of the lower composite beam, and the upper The composite beam includes the upper composite beam prefabricated part and the upper composite beam cast-in-place part, the lower part of the support plate is passed through the lower composite beam cast-in-place part and the floor slab, and the upper part of the support plate is located in the lower composite beam On the upper side of the cast-in-place part of the beam, the bottom plate is connected with the prefabricated part of the lower composite beam by bolts, and the upper end of the section steel is connected with the prefabricated part of the upper composite beam by bolts. .
进一步的,所述型钢为“Z”型钢,所述“Z”型钢的上端与上叠合梁采用螺栓连接,所述第二螺栓孔设置于所述“Z”型钢的下端。Further, the section steel is a "Z" section steel, the upper end of the "Z" section steel is connected to the upper composite beam by bolts, and the second bolt hole is set at the lower end of the "Z" section steel.
进一步的,隔墙的内框设置有水平暗梁和竖向暗柱,所述下节点和上节点设置于所述水平暗梁和竖向暗柱的交点处。Further, the inner frame of the partition wall is provided with horizontal concealed beams and vertical concealed columns, and the lower nodes and upper nodes are arranged at intersections of the horizontal concealed beams and vertical concealed columns.
本实用新型具有以下有益效果:The utility model has the following beneficial effects:
与现有技术相比,本实用新型的用于装配式内框轻质隔墙的安装节点,下节点和上节点分别与隔墙螺栓连的方式实现了轻质隔墙在框架梁中快速、准确的安装,并实现了隔墙与框架梁的有效连接;下节点、上节点和隔墙均能在工厂实现预制,符合建筑工业化的要求,在安装隔墙时无现场施工焊缝,湿作业工作量小,而且安装成本低,安装精度高。Compared with the prior art, the installation node for the assembled inner frame lightweight partition wall of the utility model, the lower node and the upper node are respectively connected with the partition wall bolts to realize the fast and fast installation of the lightweight partition wall in the frame beam. Accurate installation and effective connection between the partition wall and the frame beam; the lower node, upper node and partition wall can all be prefabricated in the factory, which meets the requirements of building industrialization. There is no on-site construction weld when installing the partition wall, and wet work The workload is small, the installation cost is low, and the installation accuracy is high.
附图说明Description of drawings
图1为框架梁为钢框架结构时本实用新型的用于装配式内框轻质隔墙的安装节点的下节点的结构示意图,其中(a)为主视图,(b)为侧视图,(c)为俯视图;Fig. 1 is the structural representation of the lower node of the installation node used for the assembly type inner frame lightweight partition wall of the utility model when the frame beam is a steel frame structure, wherein (a) is a main view, (b) is a side view, (c) is a top view;
图2为框架梁为混凝土结构时本实用新型的用于装配式内框轻质隔墙的安装节点中的下节点的结构示意图,其中(a)为主视图,(b)为侧视图,(c)为俯视图;Fig. 2 is a structural schematic diagram of the lower node in the installation node of the utility model for the assembled inner frame lightweight partition wall when the frame beam is a concrete structure, wherein (a) is a main view, (b) is a side view, ( c) is a top view;
图3为框架梁为钢框架结构时本实用新型的用于装配式内框轻质隔墙的安装节点中的上节点的结构示意图,其中(a)为主视图,(b)为侧视图;Fig. 3 is a schematic structural view of the upper node in the installation node of the utility model for the assembled inner frame lightweight partition wall when the frame beam is a steel frame structure, wherein (a) is a main view, and (b) is a side view;
图4为框架梁为混凝土结构时本实用新型的用于装配式内框轻质隔墙的安装节点中的上节点的结构示意图,其中(a)为主视图,(b)为侧视图;Fig. 4 is a structural schematic diagram of the upper node in the installation node of the utility model for the assembled inner frame lightweight partition wall when the frame beam is a concrete structure, wherein (a) is a main view, and (b) is a side view;
图5为框架梁为钢框架结构时本实用新型的用于装配式内框轻质隔墙的安装节点的布置示意图;Fig. 5 is a schematic diagram of the layout of the installation nodes for the assembled inner frame lightweight partition wall of the utility model when the frame beam is a steel frame structure;
图6为图5所示的框架梁为钢框架结构时本实用新型的用于装配式内框轻质隔墙的安装节点的隔墙的Ⅰ-Ⅰ向和Ⅱ-Ⅱ向的剖面结构示意图,其中(a)为Ⅰ-Ⅰ剖视图,(b)为Ⅱ-Ⅱ剖视图;Fig. 6 is a schematic cross-sectional structure schematic diagram of the Ⅰ-Ⅰ direction and Ⅱ-Ⅱ direction of the partition wall used for the installation node of the assembled inner frame lightweight partition wall of the present invention when the frame beam shown in Fig. 5 is a steel frame structure, wherein ( a) I-I sectional view, (b) II-II sectional view;
图7为框架梁为混凝土框架结构时本实用新型的用于装配式内框轻质隔墙的安装节点的布置示意图;Fig. 7 is a schematic diagram of the layout of the installation nodes for the assembled inner frame lightweight partition wall of the utility model when the frame beam is a concrete frame structure;
图8为图7所示的框架梁为混凝土框架结构时本实用新型的用于装配式内框轻质隔墙的安装节点的隔墙的Ⅰ-Ⅰ向和Ⅱ-Ⅱ向的剖面结构示意图,其中(a)为Ⅰ-Ⅰ剖视图,(b)为Ⅱ-Ⅱ剖视图。Fig. 8 is a schematic diagram of the cross-sectional structure of the partition wall in the direction of I-I and direction II-II of the partition wall used for the installation node of the prefabricated inner frame lightweight partition wall of the present invention when the frame beam shown in Fig. 7 is a concrete frame structure, Among them, (a) is a sectional view of I-I, and (b) is a sectional view of II-II.
具体实施方式detailed description
为使本实用新型要解决的技术问题、技术方案和优点更加清楚,下面将结合附图及具体实施例进行详细描述。In order to make the technical problems, technical solutions and advantages to be solved by the utility model clearer, the following will describe in detail with reference to the drawings and specific embodiments.
本实用新型提供一种用于装配式内框轻质隔墙的安装节点,如图1至图8所示,包括下节点20和上节点30,其中:The utility model provides an installation node for a lightweight partition wall with an assembled inner frame, as shown in Figures 1 to 8, including a lower node 20 and an upper node 30, wherein:
下节点20包括下框架梁4、8和设置于下框架梁4、8上的支托5,支托5包括支撑板2、位于支撑板2上方的平板3和位于支撑板2下方的底板1,底板1与下框架梁4、8连接,平板3上设置有第一螺栓孔6,平板3螺栓连接隔墙14的底部;The lower node 20 includes the lower frame beams 4, 8 and the bracket 5 arranged on the lower frame beams 4, 8, the bracket 5 includes the support plate 2, the flat plate 3 above the support plate 2 and the bottom plate 1 below the support plate 2 , the bottom plate 1 is connected to the lower frame beams 4, 8, the first bolt hole 6 is arranged on the flat plate 3, and the bottom of the partition wall 14 is connected by bolts on the flat plate 3;
上节点30包括上框架梁10、13和设置于上框架梁10、13上的型钢9、12,型钢9、12的上端连接上框架梁10、13,下端设置有第二螺栓孔11,型钢9、12螺栓连接隔墙14的上部。The upper node 30 includes upper frame beams 10, 13 and section steels 9, 12 arranged on the upper frame beams 10, 13, the upper ends of the section steels 9, 12 are connected to the upper frame beams 10, 13, the lower ends are provided with second bolt holes 11, and the section steel 9,12 bolts connect the top of the partition wall 14.
本实用新型的用于装配式内框轻质隔墙的安装节点,下节点20和上节点30分别与隔墙14螺栓连的方式实现了隔墙14在框架梁中快速、准确的安装,并实现了隔墙14与框架梁的有效连接;下节点20、上节点30和隔墙14均能在工厂实现预制,符合建筑工业化的要求,在安装隔墙14时无现场施工焊缝,湿作业工作量小,而且安装成本低,安装精度高。In the installation node used for the assembled inner frame lightweight partition wall of the utility model, the lower node 20 and the upper node 30 are respectively bolted to the partition wall 14 to realize the fast and accurate installation of the partition wall 14 in the frame beam, and The effective connection between the partition wall 14 and the frame beam is realized; the lower joint 20, the upper joint 30 and the partition wall 14 can all be prefabricated in the factory, which meets the requirements of building industrialization, and there is no on-site construction weld when the partition wall 14 is installed, and wet work The workload is small, the installation cost is low, and the installation accuracy is high.
作为本实用新型的一种改进,隔墙14的底部优选设置有与支托5匹配的凹槽17,凹槽17内与第一螺栓孔6相对应的位置设置有内丝套筒7。 支托5的宽度可以大于隔墙14底部的水平暗梁15的宽度,但小于隔墙14的总厚度,起到支撑隔墙14的整面墙体的作用;凹槽17设置在隔墙14底部的水平暗梁15上,并且凹槽17有足够的空间容纳支托5,凹槽17的宽度可以大于支托5的宽度20~30mm,这种结构在安装隔墙14时,允许隔墙14在面内方向发生小幅滑移,提高隔墙14与下框架梁4、8连接的成功率,而且这种结构可以使隔墙14在小震作用下不开裂、不损坏。As an improvement of the present invention, the bottom of the partition wall 14 is preferably provided with a groove 17 matching the support 5 , and an inner wire sleeve 7 is provided in the groove 17 corresponding to the first bolt hole 6 . The width of support bracket 5 can be greater than the width of horizontal hidden beam 15 at the bottom of partition wall 14, but less than the total thickness of partition wall 14, it plays the role of supporting the entire wall of partition wall 14; groove 17 is arranged on partition wall 14 On the horizontal hidden beam 15 at the bottom, and the groove 17 has enough space to accommodate the support 5, the width of the groove 17 can be 20-30mm greater than the width of the support 5, this structure allows the partition wall 14 to be installed 14 slightly slips in the in-plane direction, which improves the success rate of the connection between the partition wall 14 and the lower frame beams 4, 8, and this structure can prevent the partition wall 14 from cracking or being damaged under small earthquakes.
优选的,支撑板2可以为三块,呈U形布置在平板3的下方,U形的开口朝向隔墙14的一侧墙面。这种结构便于安装螺栓固定支托5和隔墙14。Preferably, there are three support plates 2 , which are arranged in a U shape under the flat plate 3 , and the U-shaped opening faces one side wall of the partition wall 14 . This structure facilitates the installation of bolts to fix the bracket 5 and the partition wall 14 .
进一步的,第一螺栓孔6优选为平行于隔墙14墙面的长圆孔,第二螺栓孔11优选为竖直方向长圆孔。这种长圆孔提高了隔墙14与下框架梁4、8以及隔墙14与上框架梁10、13连接的成功率。Further, the first bolt hole 6 is preferably an oblong hole parallel to the wall surface of the partition wall 14, and the second bolt hole 11 is preferably a vertical oblong hole. Such oblong holes improve the success rate of connecting the partition wall 14 with the lower frame beams 4, 8 and the partition wall 14 with the upper frame beams 10, 13.
优选的,隔墙14的上端面与上框架梁10、13的下边缘之间可以留有间隙18,平板3与楼板19的上表面之间可以留有缝隙21,间隙18和缝隙21内均填充柔性材料。间隙18的尺寸可以为10mm左右,缝隙21的尺寸可以为20~30mm,柔性材料可以为聚乙烯棒,这种结构有效地限制了隔墙14在竖直方向的位移,并允许隔墙14在竖直方向发生小幅位移,从而提高隔墙14与上框架梁10、13以及隔墙14与下框架梁4、8连接的成功率,另外这种节点结构传力方式合理,相比于传统节点能承受更大的墙面偶然载荷。Preferably, a gap 18 can be left between the upper end surface of the partition wall 14 and the lower edge of the upper frame beams 10, 13, and a gap 21 can be left between the flat plate 3 and the upper surface of the floor 19, and both the gap 18 and the gap 21 Fill flexible material. The size of the gap 18 can be about 10mm, the size of the gap 21 can be 20-30mm, and the flexible material can be a polyethylene rod. This structure effectively limits the displacement of the partition wall 14 in the vertical direction and allows the partition wall 14 to A small displacement occurs in the vertical direction, thereby improving the success rate of the connection between the partition wall 14 and the upper frame beams 10, 13, and the connection between the partition wall 14 and the lower frame beams 4, 8. In addition, the force transmission method of this node structure is reasonable, compared with traditional nodes Can withstand greater wall accidental loads.
作为本实用新型的另一种改进,下框架梁4、8可以为下钢梁4,上框架梁10、13可以为上钢梁10,支撑板2的下部穿设在楼板19的现浇部分中,并且支撑板2的上部和下钢梁4分别位于楼板19的两侧,底板3与下钢梁4的上翼缘采用螺栓连接,型钢9、12的上端与上钢梁10的下翼缘采用螺栓连接。这种结构适用于框架梁为钢框架结构时本实用新型的用于装配式内框轻质隔墙安装节点。As another improvement of the present utility model, the lower frame beams 4 and 8 can be the lower steel beams 4, the upper frame beams 10 and 13 can be the upper steel beams 10, and the lower part of the support plate 2 is set on the cast-in-place part of the floor 19 , and the upper part of the support plate 2 and the lower steel beam 4 are respectively located on both sides of the floor 19, the bottom plate 3 and the upper flange of the lower steel beam 4 are connected by bolts, and the upper ends of the section steel 9, 12 and the lower wing of the upper steel beam 10 Edges are bolted. This structure is suitable for the installation node of the utility model for the assembly type inner frame lightweight partition wall when the frame beam is a steel frame structure.
进一步的,型钢9、12优选为倒“L”型钢9,倒“L”型钢9的水平部分与上钢梁10采用螺栓连接,第二螺栓孔11设置于倒“L”型钢9的竖向部 分。这种结构最好在隔墙14相对应的位置设置内丝套筒7,以便“L”型钢9与隔墙14采用螺栓固定连接,这种节点结构同样能够比传统节点能承受更大的墙面偶然载荷。Further, the shaped steels 9 and 12 are preferably inverted "L" shaped steel 9, the horizontal part of the inverted "L" shaped steel 9 is connected with the upper steel beam 10 by bolts, and the second bolt hole 11 is arranged in the vertical direction of the inverted "L" shaped steel 9. part. This structure is preferably provided with an inner wire sleeve 7 at the position corresponding to the partition wall 14, so that the "L" shaped steel 9 and the partition wall 14 are fixedly connected by bolts, and this node structure can also withstand larger walls than traditional nodes. surface accidental loads.
作为本实用新型的另一种改进,下框架梁4、8可以为下叠合梁8,上框架梁10、13可以为上叠合梁13,下叠合梁8包括下叠合梁预制部分81和下叠合梁现浇部分82,上叠合梁13包括上叠合梁预制部分131和上叠合梁现浇部分132,支撑板2的下部穿设在下叠合梁现浇部分82和楼板19中,支撑板2的上部位于下叠合梁梁现浇部分82的上侧,底板3与下叠合梁预制部分81采用螺栓连接,型钢9、12的上端与上叠合梁梁预制部分131采用螺栓连接。这种结构适用于框架梁为混凝土框架结构时本实用新型的用于装配式内框轻质隔墙安装节点。As another improvement of the utility model, the lower frame beams 4 and 8 can be the lower composite beams 8, the upper frame beams 10 and 13 can be the upper composite beams 13, and the lower composite beams 8 include the prefabricated parts of the lower composite beams 81 and the cast-in-place part 82 of the lower composite beam. The upper composite beam 13 includes the prefabricated part 131 of the upper composite beam and the cast-in-place part 132 of the upper composite beam. In the floor 19, the upper part of the supporting plate 2 is located on the upper side of the cast-in-place part 82 of the lower composite beam, the bottom plate 3 and the prefabricated part 81 of the lower composite beam are connected by bolts, and the upper ends of the section steels 9 and 12 are connected with the prefabricated upper composite beam Section 131 is bolted. This structure is suitable for the installation node of the utility model for the assembly type inner frame lightweight partition wall when the frame beam is a concrete frame structure.
进一步的,型钢9、12优选为“Z”型钢12,“Z”型钢12的上端与上叠合梁13采用螺栓连接,第二螺栓孔11设置于“Z”型钢12的下端。这种结构便于“Z”型钢12与上叠合梁13以及“Z”型钢12与隔墙14之间快速、准确的安装。Further, the section steels 9 and 12 are preferably "Z" section steel 12, the upper end of the "Z" section steel 12 is connected with the upper composite beam 13 by bolts, and the second bolt hole 11 is set at the lower end of the "Z" section steel 12. This structure facilitates quick and accurate installation between the "Z" shaped steel 12 and the upper laminated beam 13 as well as between the "Z" shaped steel 12 and the partition wall 14 .
需要说明的是,下节点、上节点的结构除了采用上述几种优选的结构方式以外,还可以采用本领域技术人员能够想到的符合前述原则的各种结构,均不影响本实用新型技术方案的实现。另外,下节点、上节点的数量和位置并非本实用新型关注的重点,本领域技术人员可以根据公知常识灵活调整和设置。It should be noted that the structure of the lower node and the upper node can also adopt various structures that can be thought of by those skilled in the art in addition to the above-mentioned preferred structural modes, without affecting the technical solution of the utility model. accomplish. In addition, the number and positions of lower nodes and upper nodes are not the focus of the present invention, and those skilled in the art can flexibly adjust and set them according to common knowledge.
优选的,下节点20和上节点30可以设置于隔墙14内框架的水平暗梁15和竖向暗柱16的交点处。当竖向暗柱16内埋设管线时,为了避免管线与安装节点位置冲突,下节点20和上节点30可以设置在水平暗梁15和竖向暗柱16的交点附近。本实用新型的安装节点安装位置灵活,能配合隔墙14的灵活布置。Preferably, the lower node 20 and the upper node 30 can be arranged at the intersection of the horizontal concealed beam 15 and the vertical concealed column 16 of the inner frame of the partition wall 14 . When the pipeline is buried in the vertical concealed column 16, in order to avoid the position conflict between the pipeline and the installation node, the lower node 20 and the upper node 30 can be arranged near the intersection of the horizontal concealed beam 15 and the vertical concealed column 16. The installation position of the installation node of the utility model is flexible, and can cooperate with the flexible arrangement of the partition wall 14 .
此外,隔墙14上还可以设置有用于与倒“L”型钢9和“Z”型钢12螺栓连接的内丝套筒7,并在内丝套筒7位置设置有向内的与倒“L”型钢9和“Z”型钢12贴合的凹陷。本实用新型的安装节点安装完毕后,用水泥砂浆或 腻子将凹陷抹平,可以使连接处的外形更加平整美观。In addition, the partition wall 14 can also be provided with an inner wire sleeve 7 for bolted connection with the inverted "L" steel 9 and "Z" steel 12, and the inner wire sleeve 7 is provided with an inward and inverted "L" "The depression where the section steel 9 and the "Z" section steel 12 fit together. After the installation node of the utility model is installed, the depression is smoothed with cement mortar or putty, so that the profile of the joint can be made more smooth and attractive.
更进一步的,本实用新型的预制装配式内框轻质隔墙可以采用以下安装步骤:Furthermore, the prefabricated assembled inner frame lightweight partition wall of the utility model can adopt the following installation steps:
1.将下节点20的支托5连接在下框架梁4、8上;1. Connect the support 5 of the lower node 20 to the lower frame beams 4 and 8;
2.在下框架梁4、8上铺设楼板19的预制底板;2. Lay the prefabricated floor of the floor 19 on the lower frame beams 4 and 8;
3.将隔墙14通过支托5与下框架梁4、8螺栓连接;3. Connect the partition wall 14 with the bolts of the lower frame beams 4 and 8 through the bracket 5;
4.将隔墙14通过上节点30的型钢9、12与上框架梁10、13连接;4. Connect the partition wall 14 with the upper frame beams 10, 13 through the section steel 9, 12 of the upper node 30;
5.浇筑楼板19的现浇部分;5. pouring the cast-in-place part of the floor slab 19;
6.在隔墙14与上框架梁10、13之间的间隙18和隔墙14与楼板19之间的缝隙21内填充柔性材料,并用水泥砂浆或腻子将隔墙墙面的凹陷抹平。6. Fill the gap 18 between the partition wall 14 and the upper frame beams 10, 13 and the gap 21 between the partition wall 14 and the floor 19 with flexible materials, and smooth the depression on the partition wall with cement mortar or putty.
综上,本实用新型具有以下有益效果:In summary, the utility model has the following beneficial effects:
1.本实用新型的用于装配式内框轻质隔墙的安装节点能方便内框轻质隔墙快速、准确地安装。安装隔墙时无现场施工焊缝,湿作业工作量小,而且安装成本低,安装精度高。1. The installation node of the utility model for the assembled inner frame lightweight partition wall can facilitate the fast and accurate installation of the inner frame lightweight partition wall. There is no on-site construction weld when installing the partition wall, the workload of wet work is small, and the installation cost is low and the installation accuracy is high.
2.本实用新型的用于装配式内框轻质隔墙的安装节点适用于隔墙内框架材料为混凝土、钢材或铝合金的情形。2. The installation node of the utility model for the lightweight partition wall with an assembled inner frame is suitable for the case where the inner frame material of the partition wall is concrete, steel or aluminum alloy.
3.本实用新型的用于装配式内框轻质隔墙的安装节点连接件时无需在浇筑后的混凝土梁或楼板上开槽,不破坏原有结构,施工方便合理。3. The utility model is used for the installation of node connectors for the assembled inner frame lightweight partition wall without the need to make grooves on the concrete beams or floors after pouring, without destroying the original structure, and the construction is convenient and reasonable.
4.本实用新型的用于装配式内框轻质隔墙的安装节点和轻质隔墙均能在工厂实现预制,运输方便,符合建筑工业化的要求。4. Both the installation nodes and the lightweight partition wall for the assembled inner frame lightweight partition wall of the utility model can be prefabricated in the factory, and the transportation is convenient, which meets the requirements of building industrialization.
5.本实用新型的用于装配式内框轻质隔墙的安装节点与内框轻质隔墙连接可靠,传力方式合理。相比于传统节点,本实用新型的用于装配式内框轻质隔墙的安装节点能承受更大的墙面偶然荷载,而且允许墙体发生一定程度的面内滑移,能使内框轻质隔墙在小震作用下不开裂、不损坏。5. The installation node for the assembled inner frame lightweight partition wall of the utility model is reliably connected with the inner frame lightweight partition wall, and the force transmission method is reasonable. Compared with the traditional joints, the installation joints used for the assembled inner frame lightweight partition wall of the utility model can withstand greater occasional loads on the wall surface, and allow the wall to have a certain degree of in-plane slippage, which can make the inner frame The lightweight partition wall will not crack or be damaged under the action of small earthquakes.
6.本实用新型的用于装配式内框轻质隔墙的安装节点安装位置灵活,能配合轻质隔墙的灵活布置。6. The installation position of the installation node used for the assembled inner frame lightweight partition wall of the utility model is flexible, which can be matched with the flexible arrangement of the lightweight partition wall.
7.本实用新型的用于装配式内框轻质隔墙的安装节点能使轻质隔墙 连接处的外形更加平整美观。7. The installation node used for the assembled inner frame lightweight partition wall of the utility model can make the appearance of the joint of the lightweight partition wall more smooth and beautiful.
以上所述是本实用新型的优选实施方式,应当指出,对于本技术领域的普通技术人员来说,在不脱离本实用新型所述原理的前提下,还可以作出若干改进和润饰,这些改进和润饰也应视为本实用新型的保护范围。The foregoing is a preferred embodiment of the present utility model, and it should be pointed out that for those of ordinary skill in the art, some improvements and modifications can be made without departing from the principle of the present utility model. Retouching should also be regarded as the scope of protection of the present utility model.
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
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CN106703257A (en) * | 2017-01-20 | 2017-05-24 | 广州赫来斯装饰材料有限公司 | Partition wall supporting device |
CN110777934A (en) * | 2019-10-31 | 2020-02-11 | 北京天邦巨成科技有限公司 | Supporting mechanism of crossbeam for building |
CN114981508A (en) * | 2020-03-19 | 2022-08-30 | 吉野石膏株式会社 | Connecting structure of partition wall and floor slab and construction method thereof |
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Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106703257A (en) * | 2017-01-20 | 2017-05-24 | 广州赫来斯装饰材料有限公司 | Partition wall supporting device |
CN106703257B (en) * | 2017-01-20 | 2018-11-06 | 广州赫来斯装配式建材科技有限公司 | A kind of partition wall support device |
CN110777934A (en) * | 2019-10-31 | 2020-02-11 | 北京天邦巨成科技有限公司 | Supporting mechanism of crossbeam for building |
CN110777934B (en) * | 2019-10-31 | 2020-07-28 | 北京天邦巨成科技有限公司 | Supporting mechanism of crossbeam for building |
CN114981508A (en) * | 2020-03-19 | 2022-08-30 | 吉野石膏株式会社 | Connecting structure of partition wall and floor slab and construction method thereof |
CN114981508B (en) * | 2020-03-19 | 2024-03-08 | 吉野石膏株式会社 | Connection structure of partition wall and floor slab and construction method thereof |
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