CN104264796B - Assembled type connecting structure of non-bearing wall and adjacent floor slab - Google Patents
Assembled type connecting structure of non-bearing wall and adjacent floor slab Download PDFInfo
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 59
- 239000010959 steel Substances 0.000 claims abstract description 59
- 239000000463 material Substances 0.000 claims description 45
- 238000010079 rubber tapping Methods 0.000 claims description 23
- 239000002689 soil Substances 0.000 claims description 12
- 239000004698 Polyethylene Substances 0.000 claims description 7
- 239000004793 Polystyrene Substances 0.000 claims description 7
- -1 polyethylene Polymers 0.000 claims description 7
- 229920000573 polyethylene Polymers 0.000 claims description 7
- 229920002223 polystyrene Polymers 0.000 claims description 7
- 239000000565 sealant Substances 0.000 claims description 4
- 239000000945 filler Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 18
- 238000009413 insulation Methods 0.000 abstract description 9
- 238000004321 preservation Methods 0.000 abstract description 7
- 239000012774 insulation material Substances 0.000 abstract description 3
- 230000000694 effects Effects 0.000 description 4
- 230000007613 environmental effect Effects 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000005192 partition Methods 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000011464 hollow brick Substances 0.000 description 1
- 230000001151 other effect Effects 0.000 description 1
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Abstract
本发明公开了一种装配式非承重墙体与相邻楼板的连接结构，包含墙体和与之对接的楼板，所述的墙体包含由竖向冷弯薄壁型卷边槽钢龙骨(1)和横向冷弯薄壁型槽钢龙骨(2)相互焊接所组成的骨架框，该骨架框的平面为格栅式结构，所述竖向冷弯薄壁型卷边槽钢龙骨(1)与横向冷弯薄壁型槽钢龙骨(2)之间的中部设有支撑角钢(3)，所述竖向冷弯薄壁型卷边槽钢龙骨(1)的外侧固定有竖向连接角钢(4)。本发明可以使墙体由内向外安装，减少了室外空中的作业量，只需要在室内进行螺钉固定及处理连接缝即可。这样极大地降低了施工难度、缩短了施工周期，提高了施工的安全性，同时配合防水隔声材料的应用，可以极好地满足防水隔声保温的需要。
The invention discloses a connection structure between a prefabricated non-load-bearing wall and an adjacent floor, which includes a wall and a floor connected thereto. 1) and the transverse cold-formed thin-walled channel steel keel (2) are welded to form a skeleton frame, the plane of the skeleton frame is a grid structure, and the vertical cold-formed thin-walled channel steel keel (1 ) and the horizontal cold-formed thin-walled channel steel keel (2) is provided with a supporting angle steel (3), and the outer side of the vertical cold-formed thin-walled channel steel keel (1) is fixed with a vertical connection Angle (4). The invention can install the wall body from the inside to the outside, which reduces the workload outdoors and in the air, and only needs to fix the screws and deal with the connection joints indoors. This greatly reduces the difficulty of construction, shortens the construction period, and improves the safety of construction. At the same time, with the application of waterproof and sound insulation materials, it can perfectly meet the needs of waterproof, sound insulation and heat preservation.
Description
技术领域technical field
本发明涉及的是装配式建筑领域，具体涉及一种装配式非承重墙体与相邻楼板的连接结构。The invention relates to the field of prefabricated buildings, in particular to a connection structure between a prefabricated non-load-bearing wall and an adjacent floor.
背景技术Background technique
近年来，随着人们生活水平的不断提高，人们对住宅等建筑行业的建筑速度、建筑造价、施工质量及节能环保等的要求也不断提高，并逐步走向现代装配式建筑体系。同时，对建筑材料的质轻、高强、保温、隔热、隔音、抗震、耐用、环保及施工速度等综合性能也提出了更高的要求In recent years, with the continuous improvement of people's living standards, people's requirements for construction speed, construction cost, construction quality, energy conservation and environmental protection of residential and other construction industries have also been continuously improved, and they are gradually moving towards modern prefabricated building systems. At the same time, higher requirements are put forward for the comprehensive performance of building materials such as light weight, high strength, heat preservation, heat insulation, sound insulation, earthquake resistance, durability, environmental protection and construction speed.
现在市场上应用的建筑内隔墙材料，如空心砖砌块、GRC隔墙板等，隔音、保温效果差，易产生裂缝，施工速度慢，造价高。本专利采用钢骨架、聚苯板和生土填充物料组成，具有优异的耐火、耐热、保温、防水、防腐和吸音效果，且质量轻、绿色环保，建造方式简单。The building interior partition wall materials currently on the market, such as hollow brick blocks, GRC partition wall panels, etc., have poor sound insulation and thermal insulation effects, are prone to cracks, and are slow in construction and high in cost. This patent is composed of steel skeleton, polystyrene board and raw earth filling material, which has excellent fire resistance, heat resistance, heat preservation, waterproof, anti-corrosion and sound absorption effects, and is light in weight, green and environmentally friendly, and the construction method is simple.
现有建筑内墙，具有施工复杂、建筑周期长、现场湿作业多、环境影响较大、标准化程度低等问题。The existing building interior walls have problems such as complex construction, long construction period, many wet operations on site, large environmental impact, and low standardization.
发明内容Contents of the invention
本发明目的是提供一种装配式非承重墙体与相邻楼板的连接结构，它能有效地解决背景技术中所存在的问题。The purpose of the present invention is to provide a connection structure between an assembled non-load-bearing wall and an adjacent floor, which can effectively solve the problems existing in the background technology.
一种装配式非承重墙体与相邻楼板的连接结构，包含墙体和与之对接的楼板，所述的墙体包含由竖向冷弯薄壁型卷边槽钢龙骨1和横向冷弯薄壁型槽钢龙骨2相互焊接所组成的骨架框，该骨架框的平面为格栅式结构，所述竖向冷弯薄壁型卷边槽钢龙骨1与横向冷弯薄壁型槽钢龙骨2之间的中部设有支撑角钢3，所述竖向冷弯薄壁型卷边槽钢龙骨1的外侧固定有竖向连接角钢4，所述横向冷弯薄壁型槽钢龙骨2的外侧固定有横向连接角钢5，所述的骨架框内填充有聚苯板6，该聚苯板6的外侧设有生土填充物料7，所述生土填充物料7的外侧设有一层饰面物料8，所述墙体的上下两端为阶梯形结构；所述的楼板包含双槽钢主梁9，其两端为与上下层墙体插接配合的阶梯形结构，所述的楼板内设有双槽钢主梁9，该双槽钢主梁9位于楼板两端的端部附近，所述双槽钢主梁9的上下两端固定有冷弯薄壁型矩形钢10，所述的墙体与楼板对接后，通过连接装置进行固定连接。A connection structure between a prefabricated non-load-bearing wall and an adjacent floor, comprising a wall and a floor adjoined to it, the wall comprising a vertical cold-formed thin-walled edge channel steel keel 1 and a transverse cold-formed A skeleton frame composed of thin-walled channel steel keels 2 welded to each other. The plane of the skeleton frame is a grid structure. The middle part between the keels 2 is provided with a supporting angle steel 3, and the outer side of the vertical cold-formed thin-walled channel steel keel 1 is fixed with a vertical connecting angle steel 4, and the horizontal cold-formed thin-walled channel steel keel 2 The outer side is fixed with a transverse connection angle steel 5, and the polystyrene board 6 is filled in the skeleton frame, and the outer side of the polystyrene board 6 is provided with a raw soil filling material 7, and the outer side of the raw soil filling material 7 is provided with a layer of decorative surface Material 8, the upper and lower ends of the wall are ladder-shaped structures; the floor slab includes double-channel steel girders 9, and its two ends are ladder-shaped structures that are plugged and matched with the upper and lower walls. A double-channel steel main beam 9 is provided, and the double-channel steel main beam 9 is located near the ends of the two ends of the floor. The upper and lower ends of the double-channel steel main beam 9 are fixed with cold-formed thin-walled rectangular steel 10. After the wall and the floor are docked, they are fixedly connected through the connecting device.
所述墙体与楼板的结合处填充有弹性嵌缝材料12，所述弹性嵌缝材料12的外侧填充有发泡聚乙烯棒16，该发泡聚乙烯棒16的外侧填充有建筑密封胶17。The joint between the wall and the floor is filled with elastic caulking material 12, and the outer side of the elastic caulking material 12 is filled with a foamed polyethylene rod 16, and the outer side of the foamed polyethylene rod 16 is filled with building sealant 17 .
所述墙体与楼板的结合的边角处固定有柔性踢脚材料13。A flexible skirting material 13 is fixed at the corner of the combination of the wall and the floor.
所述的连接装置为第一自攻螺丝15，第二自攻螺丝18和第三自攻螺丝19，所述的第一自攻螺丝15依次穿过柔性踢脚材料13、生土填充物料7、横向连接角钢5和弹性嵌缝材料12旋入至冷弯薄壁型矩形钢10内；所述的第二自攻螺丝18依次穿过柔性踢脚材料13旋入到楼板内；所述的第三自攻螺丝19依次穿过饰面物料8、生土填充物料7、弹性嵌缝材料12和横向冷弯薄壁型槽钢龙骨2旋入至竖向冷弯薄壁型卷边槽钢龙骨1内。The connecting device is a first self-tapping screw 15, a second self-tapping screw 18 and a third self-tapping screw 19, and the first self-tapping screw 15 passes through the flexible skirting material 13 and the soil filling material 7 in turn. , the transverse connection angle steel 5 and the elastic caulking material 12 are screwed into the cold-formed thin-walled rectangular steel 10; the second self-tapping screws 18 are screwed into the floor through the flexible skirting material 13 in turn; the described The third self-tapping screw 19 passes through the facing material 8, the raw soil filling material 7, the elastic caulking material 12 and the horizontal cold-formed thin-walled channel steel keel 2 to screw into the vertical cold-formed thin-walled edged channel steel Keel 1 inside.
所述的冷弯薄壁型矩形钢10内填充有防水隔声填充物11。The cold-formed thin-walled rectangular steel 10 is filled with waterproof and sound-insulating fillers 11 .
由于采用了以上技术方案，本发明具有以下有益效果：可以使墙体由内向外安装，减少了室外空中的作业量，只需要在室内进行螺钉固定及处理连接缝即可。这样极大地降低了施工难度、缩短了施工周期，提高了施工的安全性，同时配合防水隔声材料的应用，可以极好地满足防水隔声保温的需要。Due to the adoption of the above technical solutions, the present invention has the following beneficial effects: the wall can be installed from the inside to the outside, reducing the workload outdoors and in the air, and only needs to fix the screws and deal with the joints indoors. This greatly reduces the difficulty of construction, shortens the construction period, and improves the safety of construction. At the same time, with the application of waterproof and sound insulation materials, it can perfectly meet the needs of waterproof, sound insulation and heat preservation.
附图说明Description of drawings
为了更清楚地说明本发明，下面将结合附图对实施例作简单的介绍。In order to illustrate the present invention more clearly, the embodiments will be briefly introduced below in conjunction with the accompanying drawings.
图1是本发明中墙体的结构示意图；Fig. 1 is the structural representation of body of wall among the present invention;
图2是本发明中楼板的结构示意图；Fig. 2 is the structural representation of floor slab among the present invention;
图3是本发明中墙体底部与楼板连接节点的结构示意图。Fig. 3 is a structural schematic diagram of the connection node between the bottom of the wall body and the floor slab in the present invention.
具体实施方式detailed description
为了使本发明实现的技术手段、创作特征、达成目的与功效易于明白了解，下面将结合本发明实施例中的附图，对本发明实施例中的技术方案进行清楚、完整地描述。In order to make the technical means, creative features, goals and effects achieved by the present invention easy to understand, the technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the accompanying drawings in the embodiments of the present invention.
实施例1Example 1
参看图1-3，一种装配式非承重墙体与相邻楼板的连接结构，包含墙体和与之对接的楼板，所述的墙体包含由竖向冷弯薄壁型卷边槽钢龙骨1和横向冷弯薄壁型槽钢龙骨2相互焊接所组成的骨架框，该骨架框的平面为格栅式结构，所述竖向冷弯薄壁型卷边槽钢龙骨1与横向冷弯薄壁型槽钢龙骨2之间的中部设有支撑角钢3，所述竖向冷弯薄壁型卷边槽钢龙骨1的外侧固定有竖向连接角钢4，所述横向冷弯薄壁型槽钢龙骨2的外侧固定有横向连接角钢5，所述的骨架框内填充有聚苯板6，该聚苯板6的外侧设有生土填充物料7，所述生土填充物料7的外侧设有一层饰面物料8，所述墙体的上下两端为阶梯形结构；所述的楼板包含双槽钢主梁9，其两端为与上下层墙体插接配合的阶梯形结构，所述的楼板内设有双槽钢主梁9，该双槽钢主梁9位于楼板两端的端部附近，所述双槽钢主梁9的上下两端固定有冷弯薄壁型矩形钢10，所述的墙体与楼板对接后，通过连接装置进行固定连接。Referring to Figures 1-3, a connection structure between a prefabricated non-load-bearing wall and an adjacent floor includes a wall and a floor that adjoins it, and the wall includes vertical cold-formed thin-walled edged channel steel The keel 1 and the transverse cold-formed thin-walled channel steel keel 2 are welded to each other to form a skeleton frame. The plane of the skeleton frame is a grid structure. The middle part between the curved thin-walled channel steel keels 2 is provided with supporting angle steel 3, the outer side of the vertical cold-formed thin-walled crimped channel steel keel 1 is fixed with a vertical connecting angle steel 4, and the horizontal cold-formed thin-walled The outer side of the channel steel keel 2 is fixed with a transverse connection angle steel 5, and the polystyrene board 6 is filled in the skeleton frame, and the outer side of the polystyrene board 6 is provided with a raw soil filling material 7, and the raw soil filling material 7 There is a layer of facing material 8 on the outside, and the upper and lower ends of the wall are ladder-shaped structures; the floor slab includes double channel steel girders 9, and the two ends are ladder-shaped structures that are plugged and matched with the upper and lower walls. , the double-channel steel main beam 9 is arranged in the floor, and the double-channel steel main beam 9 is located near the ends of the two ends of the floor. The upper and lower ends of the double-channel steel main beam 9 are fixed with cold-formed thin-walled rectangular Steel 10, after the wall body is docked with the floor slab, it is fixedly connected by a connecting device.
所述墙体与楼板的结合处填充有弹性嵌缝材料12，所述弹性嵌缝材料12的外侧填充有发泡聚乙烯棒16，该发泡聚乙烯棒16的外侧填充有建筑密封胶17。The joint between the wall and the floor is filled with elastic caulking material 12, and the outer side of the elastic caulking material 12 is filled with a foamed polyethylene rod 16, and the outer side of the foamed polyethylene rod 16 is filled with building sealant 17 .
所述墙体与楼板的结合的边角处固定有柔性踢脚材料13。A flexible skirting material 13 is fixed at the corner of the combination of the wall and the floor.
所述的连接装置为第一自攻螺丝15，第二自攻螺丝18和第三自攻螺丝19，所述的第一自攻螺丝15依次穿过柔性踢脚材料13、生土填充物料7、横向连接角钢5和弹性嵌缝材料12旋入至冷弯薄壁型矩形钢10内；所述的第二自攻螺丝18依次穿过柔性踢脚材料13旋入到楼板内；所述的第三自攻螺丝19依次穿过饰面物料8、生土填充物料7、弹性嵌缝材料12和横向冷弯薄壁型槽钢龙骨2旋入至竖向冷弯薄壁型卷边槽钢龙骨1内。The connecting device is a first self-tapping screw 15, a second self-tapping screw 18 and a third self-tapping screw 19, and the first self-tapping screw 15 passes through the flexible skirting material 13 and the soil filling material 7 in turn. , the transverse connection angle steel 5 and the elastic caulking material 12 are screwed into the cold-formed thin-walled rectangular steel 10; the second self-tapping screws 18 are screwed into the floor through the flexible skirting material 13 in turn; the described The third self-tapping screw 19 passes through the facing material 8, the raw soil filling material 7, the elastic caulking material 12 and the horizontal cold-formed thin-walled channel steel keel 2 to screw into the vertical cold-formed thin-walled edged channel steel Keel 1 inside.
所述的冷弯薄壁型矩形钢10内填充有防水隔声填充物11。The cold-formed thin-walled rectangular steel 10 is filled with waterproof and sound-insulating fillers 11 .
由于采用了以上技术方案，本实施例具有以下有益效果：可以使墙体由内向外安装，减少了室外空中的作业量，只需要在室内进行螺钉固定及处理连接缝即可，极大地降低了施工难度、缩短了施工周期，提高了施工的安全性，同时配合防水隔声材料的应用，可以极好地满足防水隔声保温的需要。Due to the adoption of the above technical scheme, this embodiment has the following beneficial effects: the wall can be installed from the inside to the outside, reducing the workload in the outdoor air, and only needs to fix the screws and deal with the joints indoors, which greatly reduces the The difficulty of construction shortens the construction period and improves the safety of construction. At the same time, with the application of waterproof and sound insulation materials, it can perfectly meet the needs of waterproof, sound insulation and heat preservation.
实施例2Example 2
(1)首先就位一体式楼板；(1) First place the integrated floor;
(2)接着在相应位置布置带有方钢管柱的承重墙体；(2) Then arrange load-bearing walls with square steel pipe columns at corresponding positions;
(3)然后布置该层的非承重建筑内墙；(3) Then arrange the inner wall of the non-load-bearing building on this floor;
(4)就位上一层的一体式楼板；(4) An integrated floor slab on the upper floor;
(5)然后在布置有非承重外墙的位置，从室内向外推送该墙体；(5) Then push the wall outward from the interior at the position where the non-load-bearing exterior wall is arranged;
(6)从内向外插入时在墙体与楼板的连接处填入弹性嵌缝材料12，并使墙体的阶梯状连接面与楼板的阶梯状连接面对接并挤压掉弹性嵌缝材料12，使楼板与墙体的连接端充分咬合，形成良好的防水、隔声、保温效果；(6) When inserting from the inside to the outside, fill in the elastic caulking material 12 at the connection between the wall and the floor, and make the stepped connection surface of the wall and the stepped connection surface of the floor meet and squeeze out the elastic caulking material 12. Make the connection between the floor and the wall fully bite, forming a good effect of waterproof, sound insulation and heat preservation;
(7)待墙体准确就位后，在墙体内侧底部沿横向铺设柔性踢脚材料13，一侧用第一自攻螺钉15固定在外墙内侧的底端，另一侧用第二自攻螺钉18固定在楼板上表面，两侧均与墙体和楼板的抹灰装饰面吻合较好；(7) After the body of wall is accurately in place, lay flexible skirting material 13 along the horizontal direction at the bottom of the inner side of the wall, one side is fixed on the bottom end of the inner side of the outer wall with the first self-tapping screw 15, and the other side is fixed with the second self-tapping screw 15. The screw 18 is fixed on the upper surface of the floor slab, and both sides are in good agreement with the plastered decorative surface of the wall and the floor slab;
(8)在外墙内侧顶部沿横向铺设柔性装饰材料13，一侧用第一自攻螺钉15固定在外墙内侧的上端，另一侧用第二自攻螺钉18固定在楼板下表面，两侧均与墙体和楼板的抹灰装饰面吻合较好；(8) Lay flexible decorative material 13 horizontally on the top of the inner side of the outer wall, one side is fixed on the upper end of the inner side of the outer wall with the first self-tapping screw 15, and the other side is fixed on the lower surface of the floor with the second self-tapping screw 18, both sides It matches well with the plastered decorative surface of walls and floors;
(9)在外墙外侧的上下两端，分别用第三自攻螺钉19沿横向将楼板与墙体横向龙骨2固定在一起；(9) At the upper and lower ends on the outside of the outer wall, use the third self-tapping screws 19 to fix the floor and the wall transverse keel 2 together in the transverse direction;
(10)随后用发泡聚乙烯棒16及建筑密封胶17处理外墙外侧的连接缝隙，保证其防水、隔声、保温等效果。(10) Then use foamed polyethylene rod 16 and building sealant 17 to process the connection gap on the outside of the outer wall to ensure its waterproof, sound insulation, heat preservation and other effects.
最后应说明的是：以上实施例仅用以说明本发明的技术方案，而非对其限制；尽管参照前述实施例对本发明进行了详细的说明，本领域的普通技术人员应当理解，其依然可以对前述各实施例所记载的技术方案进行修改，或者对其中部分技术特征进行等同替换；而这些修改或者替换，并不使相应技术方案的本质脱离本发明各实施例技术方案的精神和范围。Finally, it should be noted that: the above embodiments are only used to illustrate the technical solutions of the present invention, rather than to limit them; although the present invention has been described in detail with reference to the foregoing embodiments, those of ordinary skill in the art should understand that it can still be Modifications are made to the technical solutions described in the foregoing embodiments, or equivalent replacements are made to some of the technical features; and these modifications or replacements do not make the essence of the corresponding technical solutions deviate from the spirit and scope of the technical solutions of the various embodiments of the present invention.
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| CN114658179A (en) * | 2022-04-08 | 2022-06-24 | 中冶建筑研究总院有限公司 | A wall structure and construction method based on the theme of external thermal insulation and external wall carving and plastering |
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| KR100830240B1 (en) * | 2007-07-02 | 2008-05-16 | 한국건설기술연구원 | Composite method of upper and lower light weight composite wall and concrete floor slab of lightweight composite structural system using adapter |
| CN201326220Y (en) * | 2008-12-03 | 2009-10-14 | 张剑 | Angle steel assembly structure of prefabricated reinforced concrete wall panel and floor plate |
| CN203716302U (en) * | 2014-02-26 | 2014-07-16 | 山东大学 | Connecting structure of novel quick-assembled integrated house |
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| CN201326220Y (en) * | 2008-12-03 | 2009-10-14 | 张剑 | Angle steel assembly structure of prefabricated reinforced concrete wall panel and floor plate |
| CN203716302U (en) * | 2014-02-26 | 2014-07-16 | 山东大学 | Connecting structure of novel quick-assembled integrated house |
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