CN217079659U - Aluminum alloy template for narrow building construction joint - Google Patents
Aluminum alloy template for narrow building construction joint Download PDFInfo
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- CN217079659U CN217079659U CN202121388018.5U CN202121388018U CN217079659U CN 217079659 U CN217079659 U CN 217079659U CN 202121388018 U CN202121388018 U CN 202121388018U CN 217079659 U CN217079659 U CN 217079659U
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Abstract
本实用新型公开了一种用于狭窄建筑施工缝铝合金模板,涉及铝合金模板技术领域,解决了狭窄施工缝处剪力墙模板搭设问题。本实用新型包括外侧模板结构和内侧模板结构,所述外侧模板结构与内侧模板结构通过螺杆连接,所述外侧模板结构包括第一主梁、第一次梁、组合螺母和铝模,若干第一次梁固定连接在铝模上,所述第一次梁上设有若干均匀分布的凹槽,第一主梁卡设第一次梁上的凹槽内且与第一次梁垂直设置;所述第一主梁上设有组合螺母。本实用新型实施效果良好,不仅减少材料用量,节约工期,减少劳动力用量且安全性能高、质量佳,混凝土成型观感较好。
The utility model discloses an aluminum alloy formwork for narrow construction joints, relates to the technical field of aluminum alloy formwork, and solves the problem of erecting shear wall formwork at the narrow construction joints. The utility model comprises an outer template structure and an inner template structure, the outer template structure and the inner template structure are connected by screws, and the outer template structure includes a first main beam, a first secondary beam, a combined nut and an aluminum mold, and several first The secondary beam is fixedly connected to the aluminum mold, the first beam is provided with a number of evenly distributed grooves, and the first main beam is clamped in the grooves on the first beam and is perpendicular to the first beam; The first main beam is provided with a combination nut. The utility model has good implementation effect, not only reduces material consumption, saves construction period, reduces labor consumption, and has high safety performance, good quality, and good appearance of concrete molding.
Description
技术领域technical field
本实用新型涉及铝合金模板技术领域,特别是指一种用于80mm及以上特别是110mm狭窄建筑施工缝的铝合金模板。The utility model relates to the technical field of aluminum alloy formwork, in particular to an aluminum alloy formwork used for narrow building construction joints of 80mm and above, especially 110mm.
背景技术Background technique
建筑工程中施工缝应用广泛,普遍宽度为150mm~250mm,但对于110mm狭窄建筑施工缝处剪力墙模板施工是个难题,狭窄空间造成剪力墙铝合金模板安装、拆除困难、费工较大。且因为伸缩缝长度较大,因此加固困难,常常出现爆模、混凝土表面平整度、垂直度偏差等缺陷,且模板往往无法拆除,留下质量隐患。Construction joints are widely used in construction projects, and the general width is 150mm~250mm, but the construction of shear wall formwork at 110mm narrow construction joints is a difficult problem. The narrow space makes the installation and removal of shear wall aluminum alloy formwork difficult and labor-intensive. And because the length of the expansion joint is large, it is difficult to reinforce, and defects such as burst form, concrete surface flatness, and verticality deviation often occur, and the formwork often cannot be removed, leaving hidden quality problems.
实用新型内容Utility model content
针对上述背景技术中的不足,本实用新型提出一种用于狭窄建筑施工缝的铝合金模板,解决了狭窄施工缝处剪力墙模板搭设问题,该方法实施效果良好,不仅减少材料用量,节约工期,减少劳动力用量且安全性能高、质量佳,混凝土成型观感较好。In view of the above-mentioned deficiencies in the background technology, the utility model proposes an aluminum alloy formwork for narrow construction joints, which solves the problem of erecting shear wall formwork at the narrow construction joints. The construction period is reduced, the labor consumption is reduced, the safety performance is high, the quality is good, and the concrete molding looks and feels good.
本实用新型的技术方案是这样实现的:一种用于狭窄建筑施工缝铝合金模板,包括外侧模板结构和内侧模板结构,所述外侧模板结构与内侧模板结构通过螺杆连接,所述外侧模板结构包括第一主梁、第一次梁、组合螺母和铝模,若干第一次梁固定连接在铝模上,所述第一次梁上设有若干均匀分布的凹槽,第一主梁卡设第一次梁上的凹槽内且与第一次梁垂直设置;所述第一主梁上设有组合螺母。The technical scheme of the present invention is achieved as follows: an aluminum alloy formwork for narrow building construction joints, comprising an outer formwork structure and an inner formwork structure, the outer formwork structure and the inner formwork structure are connected by screws, and the outer formwork structure It includes a first main beam, a first beam, a composite nut and an aluminum mold. Several first beams are fixedly connected to the aluminum mold. The first beam is provided with a number of evenly distributed grooves, and the first main beam is clamped. It is arranged in the groove on the primary beam and is perpendicular to the primary beam; the first main beam is provided with a combined nut.
进一步地,所述组合螺母包括连接板和螺母,螺母焊接在连接板上。连接板为钢板。Further, the combination nut includes a connecting plate and a nut, and the nut is welded on the connecting plate. The connecting plate is a steel plate.
进一步地,所述内侧模板结构包括若干第二次梁和第二主梁,若干第二次梁焊接在铝模上,若干第二主梁垂直焊接在第二次梁的外侧。Further, the inner formwork structure includes several secondary beams and second main beams, several secondary beams are welded on the aluminum mold, and several second main beams are vertically welded to the outer side of the second secondary beams.
进一步地,所述第一主梁和第二主梁均为两根间隔设置的方钢管,组合螺母设置在第一主梁的两根方钢管之间。螺杆上设有螺帽,螺帽与第二主梁之间设有垫片,所述穿设在外侧模板结构和内侧模板结构的铝模之间的螺杆上设有套管。Further, the first main beam and the second main beam are two square steel pipes arranged at intervals, and the combination nut is arranged between the two square steel pipes of the first main beam. The screw is provided with a nut, and a gasket is arranged between the nut and the second main beam, and a sleeve is provided on the screw which penetrates between the aluminum molds of the outer template structure and the inner template structure.
本实用新型的有益效果为:本实用新型各构件组装为一个整体,有良好的强度、刚度且面板光滑平整,耐磨性好,易于拆除;整体吊升、加固、安拆简便,施工效率高,施工进度有保证;实施效果良好,不仅减少材料用量,节约工期,减少劳动力用量且安全性能高、质量佳,混凝土成型观感较好,符合建筑业绿色施工的发展趋势,社会效益非常明显。The beneficial effects of the utility model are as follows: the components of the utility model are assembled as a whole, which has good strength and rigidity, and the panel is smooth and flat, with good wear resistance, and is easy to dismantle; the overall lifting, reinforcement, installation and disassembly are simple, and the construction efficiency is high. , the construction progress is guaranteed; the implementation effect is good, not only reduces the amount of materials, saves the construction period, reduces the amount of labor, but also has high safety performance, good quality, and good appearance of concrete molding, which is in line with the development trend of green construction in the construction industry, and the social benefits are very obvious.
附图说明Description of drawings
为了更清楚地说明本实用新型实施例,下面将对实施例描述中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图仅仅是本实用新型的一些实施例,对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据这些附图获得其他的附图。In order to illustrate the embodiments of the present invention more clearly, the following briefly introduces the accompanying drawings used in the description of the embodiments. Obviously, the drawings in the following description are only some embodiments of the present invention. For those of ordinary skill in the art, other drawings can also be obtained from these drawings without any creative effort.
图1为本实用新型的施工剖面图;Fig. 1 is the construction sectional drawing of the utility model;
图2为本实用新型的A的局部放大图;Fig. 2 is the partial enlarged view of A of the utility model;
图3为本实用新型的A的左视图;Fig. 3 is the left side view of A of the utility model;
图4为本实用新型的A的右视图;Fig. 4 is the right side view of A of the utility model;
图5为图1中组合螺母的正面图;Fig. 5 is the front view of the combination nut in Fig. 1;
图6为本实用新型的内侧模板结构正面图;Fig. 6 is the front view of the inner formwork structure of the utility model;
图7为本实用新型的外侧模板结构正面图;Fig. 7 is the front view of the outer formwork structure of the utility model;
图中:1-组合螺母,101-连接板,102-螺母,2-第一主梁,3-第一次梁,4-施工缝,5-第二次梁,6-第二主梁,7-螺杆,8-螺帽,9-垫片,10-套筒,11-剪力墙,12-铝模。In the picture: 1-combination nut, 101-connecting plate, 102-nut, 2-first main beam, 3-first beam, 4-construction joint, 5-second beam, 6-second main beam, 7-screw, 8-nut, 9-gasket, 10-sleeve, 11-shear wall, 12-aluminum die.
具体实施方式Detailed ways
下面将结合本实用新型实施例中的附图,对本实用新型实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本实用新型一部分实施例,而不是全部的实施例。基于本实用新型中的实施例,本领域普通技术人员在没有付出创造性劳动前提下所获得的所有其他实施例,都属于本实用新型保护的范围。The technical solutions in the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are only a part of the embodiments of the present utility model, rather than all the implementations. example. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of the present invention.
如图1~7所示,实施例,一种用于狭窄建筑施工缝铝合金模板,包括外侧模板结构和内侧模板结构,所述外侧模板结构与内侧模板结构通过螺杆7连接;所述外侧模板结构包括铝模12、若干第一主梁2、若干第一次梁3和若干组合螺母1,多个第一次梁3平行固定连接到铝模12上,每个第一次梁3上设有四个凹槽,凹槽的设置可以减少外侧模板结构的宽度,更好的应用在窄缝中,第一次梁3的凹槽设置在同一条直线上,第一主梁2卡设在第一次梁上的凹槽内且与第一次梁3垂直设置;所述第一主梁2上设有组合螺母1。第一主梁2、第一次梁3、组合螺母1和铝模12通过焊接为一个整体,便于吊升、加固、安拆简便,施工效率高,施工进度有保证。As shown in Figures 1 to 7, the embodiment, an aluminum alloy formwork for narrow construction joints, includes an outer formwork structure and an inner formwork structure, and the outer formwork structure and the inner formwork structure are connected by
如图5所示,在本实施例中,组合螺母1包括连接板101和螺母102,螺母102焊接在连接板101上。连接板101主要用于限位,避免螺杆7过长深入影响另一侧的剪力墙11。连接板101为钢板。钢板的结构稳定,螺母102截面内径圆心与钢板中心垂直时,进行埋弧焊焊接,形成组合螺母。As shown in FIG. 5 , in this embodiment, the combined
实施例2,与实施例1不同的是,内侧模板结构包括多个第二次梁5和第二主梁6,平行且均匀分布的第二次梁5焊接在铝模12上,第二主梁6垂直焊接在第二次梁5的外侧;外侧模板结构和内侧模板结构的铝模13相对设置,便于浇筑。第一主梁2和第二主梁6均为两根间隔设置的方钢管;组合螺母1设置在第一主梁2的两根方钢管之间,间隔设置的方钢管可有选择的焊接成一个整体。
在本实施例中,螺杆7上设有螺帽8,螺帽8与第二主梁6之间设有垫片9,螺帽8将内墙模板结构定位在螺杆7上,所述穿设在外侧模板结构和内侧模板结构的铝模12之间的螺杆7上设有套管13,套管13可以对外侧模板结构和内侧模板结构之间的距离限位,使其保持平行设置。In this embodiment, the
实施例3为一种用于狭窄建筑施工缝铝合金模板,包括外侧模板结构和内侧模板结构,所述外侧模板结构与内侧模板结构通过螺杆7连接,所述外侧模板结构包括第一主梁2、第一次梁3、组合螺母1和铝模12,若干第一次梁2固定连接在铝模12上,所述第一次梁3上设有若干均匀分布的凹槽,第一主梁2设第一次梁3上的凹槽内且与第一次梁3垂直设置;所述第一主梁2上卡设有组合螺母1。第一次梁3为长×宽为130mm×50mm凹槽,将两根截面为50mm×50mm方钢管的第一主梁2卡进凹槽内,再将组合螺母1卡入第一主梁2上形成固定的外侧模板结构,组合螺母将第一主梁与第一次梁锚固,此时螺杆7穿过铝模12插入组合螺母1中进行加固形成一个整体,整体铝合金模板宽度为64mm。
铝合金模板第一次梁3和第二次梁5的宽度为60mm,生产第一次梁3时,厂家留出长度为130mm,宽为50mm的凹槽,便于将2根截面尺寸为50mm×50mm方钢管的第一主梁2与外径为30mm组合螺母1放入凹槽内。The width of the
组合螺母采1用螺母102与钢片埋弧焊焊接,螺母102为内径为16mm,外直径为30mm,高度为40mm六边形螺母,钢片为尺寸100mm×100mm×4mm,螺母截面内径圆心与钢板中心垂直时,进行埋弧焊焊接,形成组合螺母1。The combination nut adopts 1
所述的各构件的尺寸可根据实际需求进行调整。本实施例可应用的最窄的狭窄建筑施工缝的宽度为80mm。The dimensions of the various components can be adjusted according to actual needs. The width of the narrowest narrow building construction joint applicable to this embodiment is 80 mm.
具体的,将本实施例在工厂进行初步加工完成后,形成的外侧模板结构、内侧模板结构以及采购的与其相配合使用的套筒13、螺杆7、垫片9和螺帽8运输到施工场地,采用塔吊将外侧模板结构吊到需要施工的狭窄建筑施工缝4(80mm及以上),将外侧模板结构和内侧模板结构相对设置,螺杆7依次穿过内侧模板结构、套筒13和外侧模板结构,并在内侧模板结构外的螺杆7上套设垫片9,后用螺帽8将其固定。本实施例安装完成后即可浇筑混凝土。Specifically, the outer formwork structure, the inner formwork structure and the purchased sleeves 13, screws 7,
以上所述仅为本实用新型的较佳实施例而已,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 are only preferred embodiments of the present invention, and are not intended to limit the present invention. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention shall be included in the within the protection scope of the present invention.
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