CN112832477B - An exterior wall concrete hanging board - Google Patents
An exterior wall concrete hanging board Download PDFInfo
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- CN112832477B CN112832477B CN202110046927.9A CN202110046927A CN112832477B CN 112832477 B CN112832477 B CN 112832477B CN 202110046927 A CN202110046927 A CN 202110046927A CN 112832477 B CN112832477 B CN 112832477B
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- 239000004567 concrete Substances 0.000 title claims abstract description 58
- 239000013013 elastic material Substances 0.000 claims abstract description 7
- 238000005452 bending Methods 0.000 claims abstract description 5
- 238000003780 insertion Methods 0.000 claims description 13
- 230000037431 insertion Effects 0.000 claims description 13
- 230000009471 action Effects 0.000 claims description 3
- 230000005489 elastic deformation Effects 0.000 claims description 3
- 238000009434 installation Methods 0.000 abstract description 17
- 238000000034 method Methods 0.000 abstract description 9
- 230000008569 process Effects 0.000 abstract description 5
- 230000002787 reinforcement Effects 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 13
- 238000010586 diagram Methods 0.000 description 11
- 229910000831 Steel Inorganic materials 0.000 description 9
- 239000010959 steel Substances 0.000 description 9
- 239000002131 composite material Substances 0.000 description 6
- 230000000694 effects Effects 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 4
- 230000006872 improvement Effects 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 238000009417 prefabrication Methods 0.000 description 3
- 238000004873 anchoring Methods 0.000 description 2
- 238000005336 cracking Methods 0.000 description 2
- 238000004880 explosion Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 239000006185 dispersion Substances 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 231100000817 safety factor Toxicity 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/0801—Separate fastening elements
- E04F13/0803—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
- E04F13/0805—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and the wall
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/0801—Separate fastening elements
- E04F13/0803—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
- E04F13/081—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements
- E04F13/0821—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements the additional fastening elements located in-between two adjacent covering elements
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Abstract
Description
技术领域technical field
本发明涉及建筑工程技术领域,具体为一种外墙混凝土挂板。The invention relates to the technical field of construction engineering, in particular to an outer wall concrete hanging board.
背景技术Background technique
在建筑工程技术领域,混凝土外墙挂板是一种常见的外立面施工方法,通常是将预制的混凝土挂板通过干挂,悬挂于建筑墙体的外面,主要起到外观装饰、保温等作用。由于混凝土外墙挂板悬挂在建筑物的外立面,材质和安装方式要考虑到坚固安全,保证在户外环境下长时间表面不开裂,同时还要特别考虑到安全因素,防止在大风天气和地震等情况下的跌落。In the field of construction engineering technology, concrete exterior wall siding is a common façade construction method. Usually, prefabricated concrete siding is hung on the outside of the building wall by dry hanging, mainly for exterior decoration, heat preservation, etc. effect. Since the concrete exterior wall hanging board is suspended on the exterior facade of the building, the material and installation method should be considered firm and safe to ensure that the surface will not crack for a long time in the outdoor environment. At the same time, special consideration should be given to safety factors to prevent the Falls in the event of an earthquake, etc.
在现有技术中,混凝土挂板比较简单,大多是现场施工的过程中直接开槽、干挂,安装效率较低,对安装人员的熟练度有较高要求,且会产生大量噪音污染和粉尘污染。In the prior art, the concrete hanging board is relatively simple, most of which are directly slotted and dry hanging in the process of on-site construction, the installation efficiency is low, the proficiency of the installer is required to be high, and a large amount of noise pollution and dust will be generated. Pollution.
此外,由于施工方式的限制,现有的混凝土挂板大多通过有限的支点挂接,应力比较集中,对混凝土挂板的强度有一定要求,预制混凝土挂板时,如果配单层钢筋日后易产生开裂,配双层钢筋时则重量和厚度不易控制,既不美观又提高了成本。安装施工时,因调节范围有限,安装人员不易控制误差,日后的极端天气和地震灾害时因活动受限,容易产生开裂或跌落。In addition, due to the limitation of the construction method, most of the existing concrete hanging panels are connected by limited fulcrums, and the stress is relatively concentrated, which has certain requirements on the strength of the concrete hanging panels. Cracking, with double-layer steel bars, it is difficult to control the weight and thickness, which is not only unsightly but also increases the cost. During installation and construction, due to the limited adjustment range, it is not easy for the installer to control the error. In the future, extreme weather and earthquake disasters are likely to cause cracking or falling due to limited activities.
针对混凝土挂板的材料强度、连接安全性和和安装不方便等问题,现有技术提出了许多改进。例如,中国专利公开CN104652671B公开了一种预制装配式混凝土外挂墙板固定装置,包括墙顶挂件和板面埋件,所述板面埋件可与墙顶挂件连接;所述墙顶挂件包括“L”形钢板,所述钢板的横板和竖板上均设有开口,所述横板和竖板之间连接加强钢板;所述竖板的背面至少固定连接两块与其方向一致的翼板,所述翼板上设有若干个通孔;所述翼板上均穿过若干根横向钢筋,所述横向钢筋上交叉连接若干根竖向钢筋;所述板面埋件包括底板,所述底板的上方固定连接螺栓,螺栓可插入钢板横板上的开口;所述底板的下方固定连接多根锚筋。其具有连接稳定牢固和施工方便的优点,但仍然没有解决挂板与外立面的连接点过少导致混凝土挂板本身应力集中的问题,因而不得不使用多个锚筋增强连接强度,导致混凝土挂板的预制过程施工相对复杂,且使用较多钢材导致提高了预制成本。In view of the problems of material strength, connection safety, and inconvenient installation of concrete hanging panels, many improvements have been proposed in the prior art. For example, Chinese Patent Publication CN104652671B discloses a prefabricated concrete external wall panel fixing device, including a wall top hanging part and a panel surface embedded part, the board surface embedded part can be connected with the wall top hanging part; the wall top hanging part includes " L"-shaped steel plate, the horizontal plate and the vertical plate of the steel plate are provided with openings, and the reinforcing steel plate is connected between the horizontal plate and the vertical plate; the back of the vertical plate is fixedly connected with at least two wing plates in the same direction. , the wing plate is provided with a number of through holes; the wing plate passes through a number of transverse steel bars, and the transverse steel bars are cross-connected with a number of vertical steel bars; the board surface embedded part includes a bottom plate, and the Connecting bolts are fixed above the bottom plate, and the bolts can be inserted into the openings on the horizontal plate of the steel plate; the bottom of the bottom plate is fixedly connected with a plurality of anchor bars. It has the advantages of stable and firm connection and convenient construction, but it still does not solve the problem of stress concentration of the concrete siding itself due to too few connection points between the siding and the facade. Therefore, multiple anchor bars have to be used to enhance the connection strength, resulting in concrete The prefabrication process of hanging panels is relatively complicated, and the use of more steel leads to an increase in prefabrication costs.
中国专利公开CN104234366A中公开了一种复合预制外挂墙板挂件及其装置,一种复合外墙挂板挂件及其装置,包括复合外墙挂板预埋件、叠合梁预埋件和梁板安装连接挑件,其特征在于:所述复合外墙挂板内侧面设有内凹空洞;所述内凹空洞内设有由横锚固点和承重挑件连接构成的外墙挂板预埋件;所述内凹空洞内侧面的预埋件左右及上侧分别设置锚固筋;所述叠合梁中的叠合部分设有预埋件;所述叠合梁预埋件上端设有梁板连接挑件;所述复合外墙挂板的顶部通过链接件与混凝土柱连接。其具有控制位置可调、安装灵活、方便施工的优点,可提高装配式建筑施工安装效率。但上述复合预制外挂墙板预埋件、叠合梁预埋件和梁板安装连接挑件的连接设置仍然过于繁琐,且预埋件和预埋筋较多,材料成本较高,且连接点应力集中,连接强度、抗震性能有限。Chinese Patent Publication CN104234366A discloses a composite prefabricated external wall hanging panel pendant and its device, a composite external wall hanging panel pendant and its device, including a composite external wall hanging panel embedded part, a laminated beam pre-embedded part and a beam plate The installation connecting pick is characterized in that: the inner side of the composite external wall hanging board is provided with a concave cavity; the internal cavity is provided with an external wall hanging board embedded part formed by connecting a horizontal anchor point and a load-bearing pick piece. The left and right and upper sides of the embedded parts on the inner side of the concave cavity are respectively provided with anchoring ribs; the superimposed part in the superimposed beam is provided with pre-embedded parts; the upper end of the superimposed beam pre-embedded parts is provided with a beam plate Connecting pick pieces; the top of the composite outer wall hanging board is connected with the concrete column through the link pieces. It has the advantages of adjustable control position, flexible installation and convenient construction, which can improve the construction and installation efficiency of prefabricated buildings. However, the connection settings of the above-mentioned composite prefabricated external wall panel embedded parts, laminated beam embedded parts, and beam-slab installation connection picks are still too complicated, and there are many embedded parts and pre-embedded ribs. The cost of materials is high, and the connection point The stress is concentrated, and the connection strength and seismic performance are limited.
由此可见,现有技术仍需要改进。It can be seen that the prior art still needs to be improved.
发明内容SUMMARY OF THE INVENTION
鉴于现有技术存在的上述问题,本发明的目的在于提供一种成本较低且安装调试方便,安全坚固的外墙混凝土挂板。In view of the above problems existing in the prior art, the purpose of the present invention is to provide a safe and sturdy external wall concrete hanging board with low cost, convenient installation and debugging.
为了实现上述目的,本发明提供的一种外墙混凝土挂板,挂载于建筑物的外墙上,包括固定在所述外墙上的第一龙骨、连接在所述第一龙骨上的第一连接件以及固定在所述第一连接件上的混凝土挂板,所述外墙上锚固设置有多个U形连接件,所述U形连接件上构造有第一卡接部,所述第一龙骨为由多个龙骨件构成的第一框架,至少部分所述龙骨件上构造有第二卡接部,所述第二卡接部与所述第一卡接部卡接适配以使所述第一龙骨固定在所述外墙上。In order to achieve the above purpose, the present invention provides an external wall concrete hanging board, which is mounted on the external wall of a building, and includes a first keel fixed on the external wall, a first keel connected to the first keel A connecting piece and a concrete hanging board fixed on the first connecting piece, a plurality of U-shaped connecting pieces are anchored on the outer wall, and a first clamping part is formed on the U-shaped connecting piece, and the The first keel is a first frame composed of a plurality of keel pieces, and at least some of the keel pieces are configured with a second engaging portion, and the second engaging portion is snap-fitted with the first engaging portion so as to The first keel is fixed on the outer wall.
作为优选,所述第一连接件包括多个固定在所述第一龙骨上的第一固定件,以及多个分别插接固定在相邻两个所述第一固定件之间的固定杆,且多个所述固定杆及多个所述第一固定件构造为具有多个插设空间的第二框架;所述混凝土挂板包括多个相互拼接的挂板单元,每一所述挂板单元至少部分地卡设固定在所述插设空间。Preferably, the first connecting piece includes a plurality of first fixing pieces fixed on the first keel, and a plurality of fixing rods respectively inserted and fixed between two adjacent first fixing pieces, And a plurality of the fixing rods and a plurality of the first fixing pieces are configured as a second frame with a plurality of insertion spaces; the concrete hanging board includes a plurality of hanging board units spliced with each other, each hanging board The unit is at least partially clamped and fixed in the insertion space.
作为优选,所述固定杆上沿其长度方向贯通设置有第一异形槽,所述第一固定件周缘设有多个与所述第一异形槽形成插接适配的插隼,所述挂板单元至少部分地嵌设于所述第一异形槽内。Preferably, the fixing rod is provided with a first special-shaped groove along its length direction, and the periphery of the first fixing member is provided with a plurality of plugs that are inserted and fitted with the first special-shaped groove. The plate unit is at least partially embedded in the first special-shaped groove.
作为优选,构成所述第一龙骨的所述龙骨件包括多个竖向龙骨件及固定在所述竖向龙骨件上的多个横向龙骨件,所述第二卡接部设置在所述竖向龙骨件上;所述横向龙骨件沿其长度方向贯通设有第二异形槽,所述第一连接件包括多个插接适配在所述第二异形槽内的第二固定件,所述混凝土挂板通过所述第二固定件连接在所述第一龙骨上。Preferably, the keel pieces constituting the first keel include a plurality of vertical keel pieces and a plurality of transverse keel pieces fixed on the vertical keel pieces, and the second engaging portion is arranged on the vertical keel pieces. on the keel piece; the transverse keel piece is provided with a second special-shaped groove along its length direction, and the first connecting piece includes a plurality of second fixing pieces that are inserted and fitted in the second special-shaped groove, so The concrete hanging board is connected to the first keel through the second fixing member.
作为优选,所述第二异形槽包括第一槽体和第二槽体,所述第二固定件包括与所述混凝土挂板贴合固定的本体,以及分别成形在所述本体两端的插接部和搭接部,且所述插接部构造为至少部分地插设于所述第二槽体内,而所述搭接部则构造为挂载于所述第一槽体的外侧。Preferably, the second special-shaped groove includes a first groove body and a second groove body, the second fixing member includes a body that is fitted and fixed to the concrete hanging board, and plug connectors formed at both ends of the body respectively. The insertion part is configured to be inserted into the second groove body at least partially, and the overlap part is configured to be mounted on the outer side of the first groove body.
作为优选,所述本体通过膨胀螺栓与所述混凝土挂板连接。Preferably, the body is connected with the concrete hanging board through expansion bolts.
作为优选,所述U形连接件由弹性材质弯折形成,其上构造的U形槽的槽底设置有与所述外墙连接的锚栓,所述竖向龙骨件夹持固定在所述U形槽内,所述U形槽的两侧壁靠近端部相向设置有构造为所述第一卡接部的插舌,位于所述U形槽内的所述竖向龙骨件上对应设置有构造为所述第二卡接部的插槽,所述插舌与所述插槽卡接适配。Preferably, the U-shaped connecting piece is formed by bending an elastic material, the bottom of the U-shaped groove constructed on the U-shaped connecting piece is provided with an anchor bolt connected to the outer wall, and the vertical keel piece is clamped and fixed on the outer wall. In the U-shaped groove, the two side walls of the U-shaped groove are provided with a tongue configured as the first clamping part facing each other near the end, and the vertical keel member located in the U-shaped groove is correspondingly provided There is a slot configured as the second engaging portion, and the tongue is snap-fitted with the slot.
作为优选,所述插舌构造为至少具有一侧斜边的梯形。Preferably, the plug tongue is configured as a trapezoid with at least one oblique side.
作为优选,所述竖向龙骨件插入所述U形连接件的U形槽内一侧的宽度小于其相对侧,整体横截面呈等腰梯形。Preferably, the width of one side of the vertical keel member inserted into the U-shaped groove of the U-shaped connecting member is smaller than that of the opposite side, and the overall cross section is an isosceles trapezoid.
作为优选,所述竖向龙骨件上设置有所述插槽的位置并列设置有在外力作用下可产生弹性形变的弹性定位凸,对应地所述U形槽的内壁上设置有与所述弹性定位凸匹配的定位孔。Preferably, an elastic positioning protrusion that can produce elastic deformation under the action of an external force is juxtaposed at the position where the slot is arranged on the vertical keel. Locating convex matching locating holes.
与现有技术相比较,本发明提供的外墙混凝土挂板通过第一龙骨和U形连接件的连接固定在外墙上,现场安装方便快捷,安装误差容易控制,可以适用多种预制混凝土挂板。进一步的实施方式中,U形连接件由弹性材质弯折形成,竖向龙骨件上设置有弹性定位凸,对应地所述U形槽的内壁上设置有与所述弹性定位凸匹配的定位孔,这样安装工作进一步简化,安装、固定十分方便。在U形槽第一卡接部的插舌与位于所述U形槽内的竖向龙骨件上第二卡接部的插槽的卡接适配的方案中,不但现场安装施工十分方便快捷,而且连接牢固,同时,弹性配件使得混凝土挂板的抗震性进一步提高,在极端天气和地震灾害时,不易跌落。在优选方案中,有多个插设空间的第二框架,所述混凝土挂板包括多个相互拼接的挂板单元,这种方式把挂板单元至少部分地卡设固定在所述插设空间,相对于传统技术中采用多个支点连接挂板单元,进一步提高了安全性,混凝土挂板的预制过程不需要较多的配筋或预埋件,挂板可以做的轻薄,同时也节省了成本。因混凝土挂板的应力分散,在户外长期的恶劣环境下极端天气下,挂板也不易开裂或跌落。Compared with the prior art, the external wall concrete hanging board provided by the present invention is fixed on the external wall through the connection of the first keel and the U-shaped connecting piece, the on-site installation is convenient and quick, the installation error is easy to control, and it can be applied to various precast concrete hanging boards. . In a further embodiment, the U-shaped connecting piece is formed by bending an elastic material, the vertical keel is provided with an elastic positioning protrusion, and correspondingly, the inner wall of the U-shaped groove is provided with a positioning hole matching the elastic positioning protrusion. In this way, the installation work is further simplified, and the installation and fixing are very convenient. In the solution of the snap fit between the tongue of the first snap portion of the U-shaped groove and the slot of the second snap portion of the vertical keel located in the U-shaped groove, not only the on-site installation and construction are very convenient and fast , and the connection is firm, and at the same time, the elastic fittings further improve the seismic resistance of the concrete hanging board, and it is not easy to fall in extreme weather and earthquake disasters. In a preferred solution, there are a plurality of second frames with insertion spaces, and the concrete hanging board includes a plurality of hanging board units that are spliced with each other. In this way, the hanging board units are at least partially clamped and fixed in the insertion space. Compared with the traditional technology, which uses multiple fulcrums to connect the hanging panel units, the safety is further improved. The prefabrication process of concrete hanging panels does not require more reinforcement or embedded parts, and the hanging panels can be made light and thin, while saving energy. cost. Due to the dispersion of the stress of the concrete siding, the siding is not easy to crack or fall under extreme weather in a long-term outdoor environment.
应当理解,前面的一般描述和以下详细描述都仅是示例性和说明性的,而不是用于限制本公开。It is to be understood that both the foregoing general description and the following detailed description are exemplary and explanatory only and are not intended to limit the present disclosure.
本申请文件提供本公开中描述的技术的各种实现或示例的概述,并不是所公开技术的全部范围或所有特征的全面公开。This document provides a summary of various implementations or examples of the technology described in this disclosure, and is not a comprehensive disclosure of the full scope or all features of the disclosed technology.
附图说明Description of drawings
图1为本发明的一种外墙混凝土挂板第一实施例的立体爆炸结构示意图。FIG. 1 is a schematic diagram of a three-dimensional explosion structure of a first embodiment of an exterior wall concrete hanging board of the present invention.
图2为本发明的一种外墙混凝土挂板第一实施例的龙骨件的结构示意图(包括U形连接件)。FIG. 2 is a schematic structural diagram of a keel member (including a U-shaped connecting member) of the first embodiment of an external wall concrete hanging board according to the present invention.
图3为本发明的一种外墙混凝土挂板第一实施例的龙骨件的另一实施方式的立体爆炸结构示意图。3 is a schematic diagram of a three-dimensional explosion structure of another embodiment of the keel member of the first embodiment of an exterior wall concrete hanging board of the present invention.
图4为本发明的一种外墙混凝土挂板第一实施例的U形连接件锚固用锚栓的立体结构示意图。FIG. 4 is a schematic three-dimensional structural diagram of an anchor bolt for anchoring a U-shaped connector according to the first embodiment of an external wall concrete hanging board according to the present invention.
图5为本发明的一种外墙混凝土挂板第一实施例的挂板单元固定件的结构示意图。FIG. 5 is a schematic structural diagram of a hanger unit fixing member of a first embodiment of an external wall concrete hanger according to the present invention.
图6为本发明的一种外墙混凝土挂板第二实施例的立体结构示意图(包括局部放大视图)。FIG. 6 is a schematic three-dimensional structure diagram (including a partial enlarged view) of a second embodiment of an exterior wall concrete hanging board according to the present invention.
图7为本发明的一种外墙混凝土挂板第二实施例的另一立体结构示意图(包括局部放大视图)。FIG. 7 is another three-dimensional structural schematic diagram (including a partial enlarged view) of a second embodiment of an external wall concrete hanging board according to the present invention.
图8为本发明的一种外墙混凝土挂板第二实施例的挂板单元与第一连接件的连接结构示意图(包括局部放大视图)。FIG. 8 is a schematic diagram (including a partial enlarged view) of the connection structure between the hanging board unit and the first connecting piece according to the second embodiment of an external wall concrete hanging board according to the present invention.
主要附图标记:Main reference signs:
100…外墙;200…第一龙骨;300…第一连接件;400…挂板单元;500…第二固定件;201…U形连接件;202…竖向龙骨件;203…横向龙骨件;301…第一固定件;302…固定杆;303…连接嵌板;501…插接部;502…搭接部;503…第一固定螺栓;504…挂板单元固定件;2011…U形连接件本体;2012…锚栓;2013…第二固定螺栓;3021…第一异形槽;3022…卡接槽;3031…卡接端;5041…固定件本体;5042…第一膨胀端头;50421…第一弹片;20111…螺孔;20112…插舌;20113…斜边;20211…插槽;20121…锚栓本体;20122…紧固螺母;20123…细颈端;20124…卡箍;20125…第二膨胀端头;20126…第二弹片。100...exterior wall; 200...first keel; 300...first connecting piece; 400...siding unit; 500...second fixing piece; 201...U-shaped connecting piece; 202...vertical keel piece; 203...
具体实施方式Detailed ways
为了使得本公开实施例的目的、技术方案和优点更加清楚,下面将结合本公开实施例的附图,对本公开实施例的技术方案进行清楚、完整地描述。In order to make the purposes, technical solutions and advantages of the embodiments of the present disclosure more clear, the technical solutions of the embodiments of the present disclosure will be clearly and completely described below with reference to the accompanying drawings of the embodiments of the present disclosure.
显然,所描述的实施例是本公开的一部分实施例,而不是全部的实施例。基于所描述的本公开的实施例,本领域普通技术人员在无需创造性劳动的前提下所获得的所有其他实施例,都属于本公开保护的范围。Obviously, the described embodiments are some, but not all, embodiments of the present disclosure. Based on the described embodiments of the present disclosure, all other embodiments obtained by those of ordinary skill in the art without creative efforts fall within the protection scope of the present disclosure.
除非另外定义,本公开使用的技术术语或者科学术语应当为本公开所属领域内具有一般技能的人士所理解的通常意义。本公开中使用的“包括”或者“包含”等类似的词语意指出现该词前面的元件或者物件涵盖出现在该词后面列举的元件或者物件及其等同,而不排除其他元件或者物件。“连接”或者“相连”等类似的词语并非限定于物理的或者机械的连接,还可以包括电性的连接,不管是直接的还是间接的。“上”、“下”、“左”、“右”等仅用于表示相对位置关系,当被描述对象的绝对位置改变后,则该相对位置关系也可能相应地改变。Unless otherwise defined, technical or scientific terms used in this disclosure shall have the ordinary meaning as understood by one of ordinary skill in the art to which this disclosure belongs. As used in this disclosure, "comprises" or "comprising" and similar words mean that the elements or things appearing before the word encompass the elements or things recited after the word and their equivalents, but do not exclude other elements or things. Words like "connected" or "connected" are not limited to physical or mechanical connections, but may also include electrical connections, whether direct or indirect. "Up", "Down", "Left", "Right", etc. are only used to represent the relative positional relationship, and when the absolute position of the described object changes, the relative positional relationship may also change accordingly.
为了保持本公开实施例的以下说明清楚且简明,本公开省略了已知功能和已知部件的详细说明。In order to keep the following description of the embodiments of the present disclosure clear and concise, the present disclosure omits detailed descriptions of well-known functions and well-known components.
如图1和图2所示,本发明提供的一种外墙混凝土挂板第一实施例,多个挂板单元400构成的混凝土挂板(未标注)通过挂载结构挂载于建筑物的外墙100上,该挂载结构包括固定在所述外墙100上的第一龙骨200、连接在所述第一龙骨200上的第一连接件300以及固定在所述第一连接件300上的混凝土挂板,所述外墙100上通过锚栓2012锚固设置有多个U形连接件201,所述U形连接件201上构造有第一卡接部(图中未标注),所述第一龙骨200为由多个龙骨件构成的第一框架,至少部分所述龙骨件上构造有第二卡接部。在图1示例中,该卡接依赖U形连接件201的弹性夹持并配合第二固定螺栓2013的固定实现。所述第二卡接部与所述第一卡接部卡接适配以使所述第一龙骨200固定在所述外墙100上。可以理解的是,在本发明中,U形连接件201由弹性材质制成形成卡接的同时,配合螺栓固定,可使混凝土挂板的施工安装方便快捷,而且连接牢固。As shown in FIG. 1 and FIG. 2 , the present invention provides a first embodiment of a concrete hanging board for an external wall. A concrete hanging board (not marked) composed of a plurality of hanging
具体地,在图1所示的实施方式中,所述第一连接件300可具体包括多个固定在所述第一龙骨200上的第一固定件301,以及多个分别插接固定在相邻两个所述第一固定件301之间的固定杆302,且多个所述固定杆302及多个所述第一固定件301构造为具有多个插设空间(未标注)的第二框架(未标注);所述混凝土挂板包括多个相互拼接的挂板单元400,每一所述挂板单元400至少部分地卡设固定在所述插设空间。再具体来说,第一连接件300可通过螺栓固定等方式固定在第一龙骨200上,且其进一步由多个不同形制的第一固定件301及相同结构的固定杆302拼接成相同规格的网格形的第二框架,而此时构成混凝土挂板的多个挂板单元400则可通过嵌装在每一网格中的方式实现施工。这一嵌装过程可通过在所述固定杆上沿其长度方向贯通设置有第一异形槽3021的方式实现,同时,第一异形槽3021还可实现与第一固定件301的连接。具体地,所述第一固定件301周缘设有多个与所述第一异形槽3021形成插接适配的插隼(图中未标注),而更为重要的是,所述挂板单元400可至少部分地嵌设于所述第一异形槽3021内实现装配。作为更进一步的改进,在一些实施方式中,如图1所示,所述第一连接件还包括一连接嵌板303,该连接嵌板上的两侧构造有卡接端3031,且其靠近刮板单元400一侧构造有固定孔,对应地,所述第一槽3021内壁相对的两侧构造有与所述卡接端3031卡接配合的卡接部3022。如此一来,在施工时,可预先将连接嵌板303上按照预设规格粘接或者螺接多个连接嵌板303,在需要进行施工时,可直接通过连接嵌板303与第一异形槽3021的配合实现卡接固定。相比较于嵌装的方式,这一方式可使得多个挂板单元400之间的接缝变小,美观度更高且具有更好的连接稳定性及后续的可维护性。Specifically, in the embodiment shown in FIG. 1 , the first connecting
在本发明的一些实施例中,如图6和图7所示,构成所述第一龙骨200的所述龙骨件包括多个竖向龙骨件202及固定在所述竖向龙骨件202上的多个横向龙骨件203,其中,图3示出了一种改进的竖向龙骨件202与U形连接件201的连接结构示意图。如图3所示,所述竖向龙骨件202插入所述U形连接件201的U形槽内一侧的宽度小于其相对侧,整体横截面呈等腰梯形。以此实现更便于装配的技术效果。同时,所述U形连接件201可由弹性材质(例如钢制薄片或ABS)弯折形成,其上构造的U形槽的槽底设置有与所述外墙100连接的锚栓,所述竖向龙骨件202夹持固定在所述U形槽内,所述U形槽的两侧壁靠近端部相向设置有构造为所述第一卡接部的插舌20112,位于所述U形槽内的所述竖向龙骨件202上对应设置有构造为所述第二卡接部的插槽20211,所述插舌20112与所述插槽20211卡接适配。在这一实施方式中,可以实现更为方便的装配。另外,可考虑在竖向龙骨件202上插槽20211位置,加工浅槽2021,插槽20211位于浅槽2011内。如此一来,插舌20112可顺利沿浅槽2021滑动并滑入插槽20211内实现插接配合。作为更进一步改进,还可考虑将所述插舌20112构造为至少具有一侧斜边20113的梯形。这种结构可使得插舌20112在浅槽2021内滑动时,阻力更小且更易于滑入插槽20211。当然,这一方案中,仍需依赖U形连接件201的弹性特性,具体来说,U形连接件201的U形连接件本体2011至少需要由弹性材质制成。且在U形连接件本体2011上需开设供锚栓2012穿设的螺孔。作为进一步的改进,在一些实施例中,所述竖向龙骨件202上设置有所述插槽20211的位置并列设置有在外力作用下可产生弹性形变的弹性定位凸(未图示),对应地所述U形槽的内壁上设置有与所述弹性定位凸匹配的定位孔。以此进一步加强固定效果。In some embodiments of the present invention, as shown in FIG. 6 and FIG. 7 , the keel member constituting the
在上述方案的基础上,可具体将所述第二卡接部设置在所述竖向龙骨件202上;所述横向龙骨件203沿其长度方向贯通设有第二异形槽(未标注),第二异形槽事实上可由第一槽体2032和第二槽体2031构成。在这一实施例中,所述第一连接件实际不同于第一实施例,如图7和图8所示,第一连接件包括多个插接适配在所述第二异形槽内的第二固定件500,所述混凝土挂板通过所述第二固定件500连接在所述第一龙骨200上。而所述第二固定件500则具体包括与所述混凝土挂板贴合固定的本体,以及分别成形在所述本体两端的插接部501和搭接部502,且所述插接部501构造为至少部分地插设于所述第二槽体2031内,而所述搭接部502则构造为挂载于所述第一槽体2032的外侧。在一些应用中,第二固定件500可预先固定于挂板单元400上,而后先倾斜挂板单元400将插接部501插接如第二槽体2031内,而后将挂板单元400与外墙100调平后实现搭接部502的挂载。同时,此时第二固定件500仍可在第二异形槽内滑动以调整装配位置。而当调整得当之后,可继续通过第一固定螺栓503使第二固定件500与横向龙骨件203实现固定以最终完成装配。On the basis of the above solution, the second engaging portion can be specifically arranged on the
图4示出了用于将U形连接件201固定在外墙100上的锚栓的结构示意图,如图4所示,由于需要施工混凝土挂板的外墙一般而言较为粗糙不平,因此如果采用传统的膨胀螺钉,可能会造成挂载不稳固的问题。因此,在本发明中,所示锚栓2012优选包括锚栓本体20121和紧固螺母20122,且所述锚栓本体20121靠近端部构造为细颈端20123,所述锚栓本体上靠细颈端20123设置有卡箍20124,细颈端20123上套设有第二膨胀端头20125,第二膨胀端头20125可由多个第二弹片20126组成。所述卡箍20124构造为约束所述第二弹片20126在所述细颈端20123上并在插入外墙100时退让以解除约束,此时多个第二弹片20126径向外扩实现固定。与一般膨胀螺钉不同的时,不依赖紧固螺母的连动,对墙面的应力破坏较小,因此可实现更好的挂载效果。FIG. 4 shows a schematic structural diagram of the anchor bolt used to fix the
而图5则示出了挂板单元固定件504的结构示意图,如图5所示,其包括固定件本体5041和第一膨胀端头5042,第一膨胀端头5042包括多个第一弹片50421。该挂板单元固定件504可实现第二固定件500与挂板单元400的固定连接。5 shows a schematic structural diagram of the fixing
以上实施例仅为本发明的示例性实施例,不用于限制本发明,本发明的保护范围由权利要求书限定。本领域技术人员可以在本发明的实质和保护范围内,对本发明做出各种修改或等同替换,这种修改或等同替换也应视为落在本发明的保护范围内。The above embodiments are only exemplary embodiments of the present invention, and are not intended to limit the present invention, and the protection scope of the present invention is defined by the claims. Those skilled in the art can make various modifications or equivalent replacements to the present invention within the spirit and protection scope of the present invention, and such modifications or equivalent replacements should also be regarded as falling within the protection scope of the present invention.
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