CN211341396U - Building block, building block manufacturing device and constructional column mold - Google Patents
Building block, building block manufacturing device and constructional column mold Download PDFInfo
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Abstract
本实用新型涉及房建工程领域,特别是一种砌块、一种砌块制作装置及一种构造柱模具,一种砌块,包括本体,所述本体包括板一、板二和板三,所述板一和板三相对设置,所述板二的两端分别连接所述板一的一端和所述板三的一端,所述本体为槽型结构的一体成型构件,所述板一、板二和板三三项中的至少一项的上端面设有定位槽和/或定位凸起,所述板一、板二和板三三项中的至少一项的下端面设有定位槽和/或定位凸起;所述砌块能够组成尺寸标准的构造柱模具,提高马牙槎的成型质量;通过砌块配合形成的构造柱模具,浇筑后直接成为构造柱的一部分,无需拆除,节省施工工序的时间,降低了施工成本,提高了施工进度,提升了工程质量。
The utility model relates to the field of housing construction engineering, in particular to a block, a block making device and a structural column mold, and a block, comprising a main body, the main body comprising a first plate, a second plate and a third plate, The first plate and the third plate are arranged opposite to each other, and the two ends of the second plate are respectively connected to one end of the first plate and one end of the third plate. Positioning grooves and/or positioning protrusions are provided on the upper end surface of at least one of the three items of plate 2 and board 3, and positioning grooves are provided on the lower end surface of at least one of the three items of board 1, board 2 and board 3 and/or positioning protrusions; the blocks can form a standard-sized structural column mold to improve the forming quality of the horse tooth; the structural column mold formed by the cooperation of the blocks directly becomes a part of the structural column after pouring, and does not need to be dismantled. It saves the time of the construction process, reduces the construction cost, improves the construction progress and improves the project quality.
Description
技术领域technical field
本实用新型涉及房建工程领域,特别是一种砌块、一种砌块制作装置及一种构造柱模具。The utility model relates to the field of house construction engineering, in particular to a block, a block making device and a structural column mould.
背景技术Background technique
在房建工程领域一体墙砌体结构施工过程中,需要预先预留带马牙槎的构造柱位置,再进行构造柱模板的安装和混凝土浇筑,最后拆除模板。现有技术中常采用若干个模板搭接为构造柱的浇筑区域,施工工序多、耗时长,还需投入大量的模板、木方、螺杆等材料,且构造柱马牙槎由于预留尺寸不标准,构造柱成型质量较差。In the construction process of the one-piece wall masonry structure in the field of housing construction, it is necessary to reserve the position of the structural column with the horse teeth in advance, and then install the structural column formwork and pour concrete, and finally remove the formwork. In the prior art, several formwork are often used as the pouring area of the structural column. The construction process is many, time-consuming, and a large amount of formwork, wood, screws and other materials need to be invested, and the size of the structural column is not standard due to the reserved size. , the forming quality of the structural column is poor.
实用新型内容Utility model content
本实用新型的发明目的在于:针对现有技术存在的砌筑工程构造柱预留尺寸不标准、材料投入量大、施工工序多耗时长、构造柱成型质量差等问题,提供一种砌块、一种砌块制作装置及一种构造柱模具。The purpose of the invention of the present utility model is: in view of the problems existing in the prior art, such as non-standard reserved size of structural columns in masonry engineering, large material input, long construction procedures and long time, and poor forming quality of structural columns, to provide a block, A block making device and a structural column mold.
为了实现上述目的,本实用新型采用的技术方案为:In order to achieve the above purpose, the technical scheme adopted by the present utility model is:
一种砌块,包括本体,所述本体包括板一、板二和板三,所述板一和板三相对设置,所述板二的两端分别连接所述板一的一端和所述板三的一端,所述本体为槽型结构的一体成型构件,所述板一、板二和板三三项中的至少一项的上端面设有定位槽和/或定位凸起,所述板一、板二和板三三项中的至少一项的下端面设有定位槽和/或定位凸起。A block, comprising a main body, the main body comprises a
根据构造柱马牙槎的常规尺寸,确定所述砌块的尺寸,即确定所述板一、板二和板三的尺寸,所述砌块是一体成型构件,稳定性好,所述砌块的上端面可以皆为定位槽或定位凸起,所述砌块的上端面也可以既有定位槽,也有定位凸起,所述砌块的下端面可以皆为定位槽或定位凸起,所述砌块的下端面也可以既有定位槽,也有定位凸起,在相邻砌块上下连接时,每个本体上端面的定位槽或定位凸起用于与上方的所述砌块下端面对应的定位凸起或定位槽适配连接,每个本体下端面的定位槽或定位凸起用于与下方的所述砌块上端面对应的定位凸起或定位槽适配连接,形成构造柱时,最上方砌块的上端面不连接其它砌块,最下方的砌块的下端面不连接其它砌块,采用上述设置方式,能够较好的上下叠放,保证连接稳定,便于上下定位,形成尺寸标准的构造柱模具,提高马牙槎的成型质量;通过砌块配合形成的构造柱模具,浇筑后直接成为构造柱的一部分,无需拆除,节省施工工序的时间。Determine the size of the block according to the conventional size of the construction column Ma Yacha, that is, determine the size of the first plate, the second plate and the third plate. The blocks are integrally formed components with good stability. The upper end faces of the blocks can all be positioning grooves or positioning protrusions, the upper end face of the block can also have both positioning grooves and positioning protrusions, and the lower end faces of the blocks can all be positioning grooves or positioning protrusions, so The lower end face of the blocks can also have both positioning grooves and positioning protrusions. When adjacent blocks are connected up and down, the positioning grooves or positioning protrusions on the upper end face of each body are used to face the lower end of the block above. The corresponding positioning protrusions or positioning grooves are adapted and connected, and the positioning grooves or positioning protrusions on the lower end face of each body are used to fit and connect with the positioning protrusions or positioning grooves corresponding to the upper end face of the block below to form a structural column. The upper end face of the uppermost block is not connected to other blocks, and the lower end face of the lowermost block is not connected to other blocks. The above setting method can better stack up and down, ensure stable connection, and facilitate up and down positioning. A structural column mold of standard size is formed to improve the forming quality of Ma Yacha; the structural column mold formed by the cooperation of the blocks will directly become a part of the structural column after pouring, and it does not need to be dismantled, saving the time of the construction process.
优选的,所述定位槽或所述定位凸起均为条形结构,所述条形结构分别沿对应的所述板一、板二和板三的上端面和下端面设置,所述条形结构的截面为长方形。Preferably, the positioning grooves or the positioning protrusions are all strip-shaped structures, and the strip-shaped structures are respectively arranged along the upper and lower end surfaces of the
采用上述设置方式,即所述板一、板二和板三的上下端面呈企口状,有效增加定位槽和定位凸起的接触面积,砌块在叠放时,安装更加方便和稳定,同时便于根据马牙槎的尺寸,调节相邻两个砌块的错位尺寸。The above-mentioned setting method is adopted, that is, the upper and lower end faces of the first plate, the second plate and the third plate are in the shape of a groove, which effectively increases the contact area of the positioning groove and the positioning protrusion. When the blocks are stacked, the installation is more convenient and stable, and at the same time It is convenient to adjust the dislocation size of two adjacent blocks according to the size of the horse teeth.
优选的,所述定位槽在对应端面为L型槽口,所述定位凸起在对应端面为L型接头。Preferably, the positioning groove is an L-shaped notch on the corresponding end face, and the positioning protrusion is an L-shaped joint on the corresponding end face.
所述定位槽和所述定位凸起皆为L型企口状,便于加工,同时L型企口槽口和L型企口接头结合紧密,使所述定位槽和所述定位凸起的配合更加稳定。Both the positioning groove and the positioning protrusion are in the shape of an L-shaped groove, which is convenient for processing. At the same time, the L-shaped groove and the L-shaped groove are tightly combined, so that the positioning groove and the positioning protrusion can be matched. more stable.
优选的,当所述砌块用于成型中柱时,所述板二的上、下端面各设有至少一个拉结筋槽。Preferably, when the block is used to form the center column, the upper and lower end surfaces of the second plate are each provided with at least one tie bead groove.
所述砌块成型中柱构造柱模具时,中柱构造柱模具与两边墙体需要通过钢筋连接在一起,使整个墙体结构稳定,在砌块中设置拉结筋槽,使砌块形成的中柱构造柱模具有钢筋穿过的凹槽,加强对墙体的固定作用。When the blocks form the center column structure column mold, the center column structure column mold and the walls on both sides need to be connected together by steel bars to stabilize the entire wall structure. The central column structural column mold has grooves through which steel bars pass, which strengthens the fixing effect on the wall.
一种砌块制作装置,包括内撑部件、外箍部件、模具一和模具二,所述模具一用于连接所述内撑部件和/或外箍部件上,所述模具二用于连接所述内撑部件和/或外箍部件上,所述模具一用于成型定位槽,所述模具二用于成型定位凸起,所述内撑部件可拆卸连接于所述外箍部件内,所述内撑部件和外箍部件能够围成闭合的腔体,所述腔体结合所述模具一或模具二用于成型如上述任一所述的砌块。A block making device, comprising an inner support part, an outer hoop part, a first mold and a second mold, the first mold is used to connect the inner support part and/or the outer hoop part, and the second mold is used to connect all the parts. On the inner support part and/or the outer hoop part, the first mold is used to form the positioning groove, the second mold is used to shape the positioning protrusion, and the inner support part is detachably connected to the outer hoop part, so The inner support part and the outer hoop part can enclose a closed cavity, and the cavity is used in combination with the first mold or the second mold to form the blocks described above.
所述砌块制作装置用来制作上述砌块中的任一所述的砌块,通过上述砌块的标准尺寸来确定砌块制作装置的尺寸,即是确定所述内撑部件、外箍部件、模具一和模具二的尺寸,然后制作不同规格的砌块制作装置,每个规格的所述砌块制作装置对应一个规格的所述砌块,每个所述砌块制作装置可以批量的制造同一规格的砌块,由上述砌块制作装置制作所述砌块,每一个所述砌块的尺寸皆与构造柱的常规尺寸有关联性,使砌块所组装的构造柱模具更加标准,即由所述构造柱模具浇筑的构造柱尺寸更加标准,即所述构造柱的马牙槎更加标准,质量更好,更加适配于墙体。The block making device is used to make any one of the blocks described above, and the size of the block making device is determined by the standard size of the blocks, that is, the inner support part and the outer hoop part are determined. , the size of
优选的,所述内撑部件包括模板一、模板二、模板三和模板四,所述外箍部件包括模板八、模板九和模板十,所述模板一与所述模板八相对设置,所述模板一与所述模板八的间距适配板一的宽度,所述模板二与所述模板九相对设置,所述模板二与所述模板九的间距适配板二的宽度,所述模板三与所述模板十相对设置,所述模板三与所述模板十的间距适配板三的宽度。Preferably, the inner support member includes a first template, a second template, a third template and a fourth template, the outer hoop member includes a template eight, a template nine and a template ten, the template one is arranged opposite the template eight, and the template The distance between the
优选的,所述模具一为条形构件,所述模具一的截面为矩形,所述内撑部件或外箍部件连接所述模具一。Preferably, the first mold is a bar-shaped member, the cross section of the first mold is rectangular, and the inner support part or the outer hoop part is connected to the first mold.
优选的,所述模具二为条形构件,所述模具二的截面为矩形,所述内撑部件或外箍部件连接所述模具二。Preferably, the second mold is a bar-shaped member, the cross section of the second mold is rectangular, and the inner support part or the outer hoop part is connected to the second mold.
通过设置模具一或模具二能够使成型的所述砌块的顶面和底面形成企口,有利于减少模具种类,降低成本,便于统一加工,方便砌块安装。By arranging the first mold or the second mold, the top and bottom surfaces of the formed blocks can be formed into grooves, which is beneficial to reduce the types of molds, reduce costs, facilitate unified processing, and facilitate block installation.
优选的,所述模板二的上、下端面各设有至少一个模具三,所述模板九的上、下端面的对应设有至少一个卡槽,每个所述模具三与一个所述卡槽适配连接。Preferably, the upper and lower end surfaces of the
每个所述卡槽的形状和位置与一个所述模具三的形状和位置均适配,以便在浇筑成型后形成拉结筋槽。The shape and position of each of the clamping grooves are adapted to the shape and position of one of the
优选的,所述内撑部件和所述外箍部件都是一体成型的铝合金构件。Preferably, the inner support part and the outer hoop part are both integrally formed aluminum alloy components.
减少砌块制作装置损坏,重复利用,节约成本和资源。Reduce block making equipment damage, reuse, save costs and resources.
一种构造柱模具,包括至少两个如上述任一所述砌块,所有所述砌块叠放设置形成马牙槎结构,每个所述砌块的所述定位槽与相邻所述砌块的对应所述定位凸起适配连接,当用于成型的构造柱为中柱时,相邻两个所述砌块的开口方向相向设置;当用于成型的构造柱为端柱时,相邻两个所述砌块的开口方向同向设置。A structural column mold, comprising at least two blocks as described above, all of the blocks are stacked and arranged to form a horse-toothed chalet structure, and the positioning groove of each block is connected to the adjacent block. The corresponding positioning protrusions of the blocks are fitted and connected. When the structural column used for forming is a central column, the opening directions of two adjacent blocks are arranged in the opposite direction; when the structural column used for forming is an end column, The opening directions of two adjacent blocks are arranged in the same direction.
所述构造柱模具根据预留马牙槎的尺寸将对应尺寸的砌块设置在墙体中形成马牙槎结构,具体如采用两种长度的砌块上下依次叠放而成,生成常规的标准构造柱,且相比于临时用木板搭建模板制造的构造柱,上述由构造柱模具制造的构造柱尺寸更加规范,质量更好,由相邻两个端面的定位槽和对应的定位凸起相互配合,安装简便且紧凑,无需额外连接部件,节省施工工序,提高施工效率。所述构造柱模板安装时,两边墙体可同时砌筑,且使用后无需拆卸,降低了施工工序的时间,直接为一体墙的构造柱的一部分,减少材料的投入和运输。The structural column mold sets blocks of corresponding size in the wall according to the size of the reserved horse teeth to form a horse teeth structure. Specifically, it is formed by stacking blocks of two lengths up and down in turn to generate a conventional standard. Structural columns, and compared with the structural columns that are temporarily made of wood planks, the above-mentioned structural columns manufactured by the structural column molds are more standardized in size and better in quality. The positioning grooves on two adjacent end faces and the corresponding positioning protrusions It is easy and compact to install, no additional connecting parts are needed, construction process is saved, and construction efficiency is improved. When the structural column formwork is installed, the walls on both sides can be built at the same time, and there is no need to disassemble after use, which reduces the time of the construction process, and is directly part of the structural column of the integrated wall, reducing the input and transportation of materials.
当用于成型的构造柱为中柱时,相邻两个所述砌块的开口方向相向设置,相邻两个所述砌块的开口分别朝向两侧墙体,形成两侧皆有马牙槎和拉结筋槽的构造柱模具,用钢筋通过所述构造柱模具的拉结筋槽连接两边墙体,通过浇筑形成中柱构造柱;当用于成型的构造柱为端柱时,相邻两个所述砌块的开口方向同向设置,开口朝向墙体,相邻两个所述板二的位置齐平,配合形成一侧有尺寸规范马牙槎,另一侧为平整面的构造柱模具,用于制造端部构造柱,所述端部构造柱为一体墙两端的构造柱,其中所述端柱构造柱模具带有马牙槎的一侧连接墙体,另一侧为平整的墙端面。When the structural column used for forming is a central column, the opening directions of two adjacent blocks are arranged in the opposite direction, and the openings of the two adjacent blocks face the walls on both sides respectively, so that there are horse teeth on both sides. The structural column mold of the tie bar groove and the tie bar groove of the structural column mold is used to connect the walls on both sides through the tie bar groove of the structural column mold, and the middle column structural column is formed by pouring; when the structural column used for forming is an end column, the corresponding The openings of the two adjacent blocks are arranged in the same direction, the openings face the wall, and the positions of the two adjacent plates are flush. A structural column mold is used to manufacture an end structural column, wherein the end structural column is a structural column at both ends of an integral wall, wherein the end column structural column mold is connected to the wall on one side with a horse's tooth, and the other side is Flat wall ends.
综上所述,由于采用了上述技术方案,本实用新型的有益效果是:To sum up, due to the adoption of the above-mentioned technical solutions, the beneficial effects of the present utility model are:
该砌块制作装置所生产的砌块能组合成构造柱模板,所述构造柱模板与两侧墙体砌筑同步施工,使用后无需拆卸,直接为一体墙构造柱的一部分。该砌块安装仅需刷素水泥浆一道,施工方便,既节省了材料的投入和模板安装、拆除工作量,同时规范了构造柱马牙槎的尺寸。在提高了构造柱外观成型质量的前提下,降低了施工成本,也加快了工程施工进度,提升了工程质量。The blocks produced by the block making device can be combined into a structural column formwork. The structural column formwork is constructed synchronously with the masonry of the walls on both sides, and does not need to be disassembled after use, and is directly a part of the integral wall structural column. The block installation only requires one brush of plain cement slurry, and the construction is convenient, which not only saves the input of materials and the workload of template installation and dismantling, but also regulates the size of the structural column. On the premise of improving the appearance and forming quality of the structural column, the construction cost is reduced, the project construction progress is also accelerated, and the project quality is improved.
附图说明Description of drawings
图1是实施例1的砌块结构示意图一;Fig. 1 is the block structure schematic diagram one of
图2是实施例1的砌块结构示意图二;Fig. 2 is the block structure schematic diagram two of
图3是实施例2的砌块结构示意图一;Fig. 3 is the block structure schematic diagram one of
图4是实施例2的砌块结构示意图二;Fig. 4 is the block structure schematic diagram two of
图5是实施例3的砌块制作装置结构示意图一;5 is a schematic structural diagram one of the block making device of Example 3;
图6是实施例3的砌块制作装置结构示意图二;Fig. 6 is the second structural schematic diagram of the block making device of Example 3;
图7是砌块制作装置的结构示意图一的内撑部件结构示意图;7 is a schematic structural diagram of an inner support member of the first structural schematic diagram of the block making device;
图8是砌块制作装置的结构示意图一的外箍部件结构示意图;8 is a schematic structural diagram of an outer hoop component of the first structural schematic diagram of the block making device;
图9是实施例4中构造柱端柱模具的结构示意图;Fig. 9 is the structural representation of structural column end column mould in
图10是实施例4中构造柱中柱模具的结构示意图;Fig. 10 is the structural representation of the post-in-column mould in the construction of Example 4;
图11是中柱构造柱模具与墙体的连接图;Figure 11 is the connection diagram of the central column structural column mould and the wall;
图12是端柱构造柱模具与墙体的连接图。Figure 12 is the connection diagram of the end column structure column mould and the wall.
图中标记:1-板一,2-板二,3-板三,4-定位槽,5-拉结筋槽,6-定位凸起, 7-模具一,11-空腔,12-模具三,13-卡槽,14-模具二,21-模板一,22-模板二,23-模板三,24-模板四,31-模板八,32-模板九,33-模板十。Marking in the figure: 1-plate one, 2-plate two, 3-plate three, 4-positioning groove, 5-tie rib groove, 6-positioning protrusion, 7-mould one, 11-cavity, 12-mould Three, 13-card slot, 14-mould two, 21-template one, 22-template two, 23-template three, 24-template four, 31-template eight, 32-template nine, 33-template ten.
具体实施方式Detailed ways
下面结合附图,对本实用新型作详细的说明。The present utility model will be described in detail below in conjunction with the accompanying drawings.
为了使本实用新型的目的、技术方案及优点更加清楚明白,以下结合附图及实施例,对本实用新型进行进一步详细说明。应当理解,此处所描述的具体实施例仅用以解释本实用新型,并不用于限定本实用新型。In order to make the purpose, technical solutions and advantages of the present utility model more clearly understood, the present utility model will be further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are only used to explain the present invention, and are not used to limit the present invention.
实施例1Example 1
本实用新型提供一种砌块,包括本体,所述本体包括板一1、板二2和板三3,所述板一1和板三3相对设置,所述板二2的两端分别连接所述板一1的一端和所述板三3的一端,所述本体为槽型结构的一体成型构件,所述板一1、板二2和板三3三项中的至少一项的上端面设有定位槽4和/或定位凸起6,所述板一1、板二2和板三3三项中的至少一项的下端面设有定位槽4和/或定位凸起6,所述定位槽4和所述定位凸起6用于砌块之间的定位配合。The utility model provides a block, comprising a body, the body comprises a
如所述板一1和板三3的上端面设为定位凸起6,所述板一1和板三3的下端面设为定位槽4;又如所述板一1的上端面设为定位槽4,所述板三3的上端面设为定位凸起6,所述板一1的下端面设为定位槽4,所述板三3的下端面设为定位凸起6。For example, the upper end surfaces of the
本实施例中,参见图1和图2,提供端构造柱模具所需砌块,参见图1,所述板一1、板二2和板三3三项的上、下端面皆设有一个定位槽4,参见图2,所述板一1、板二2和板三3三项的上、下端面皆设有一个定位凸起6,所述定位槽4或所述定位凸起6优选为条形结构,所述条形结构分别沿对应的所述板一1、板二2和板三3的上端面和下端面设置,所述条形结构的截面为长方形,条形结构方便制作,采用上述设置方式,即所述板一1、板二2和板三3的上下端面呈企口状,有效增加定位槽和定位凸起的接触面积,砌块在叠放时,安装更加方便和稳定,同时便于根据马牙槎的尺寸,调节相邻两个砌块的错位尺寸,也可以为圆柱状的结构,设置圆柱凸起和对应的圆柱槽,但制作比较复杂。所述定位槽4在对应端面为L型槽口,所述定位凸起6在对应端面为L型接头,所述L型槽口和所述L型接口皆为企口状。所述定位槽4和所述定位凸起6皆为L型企口状,便于加工,同时L型槽口和L型接头结合紧密,使所述定位槽4和所述定位凸起6的配合更加稳定,图1所述砌块的板一1横向尺寸大于图2所述砌块的板一1横向尺寸,图1所述砌块的板三3横向尺寸大于图2所述砌块的板三3横向尺寸。In this embodiment, referring to Fig. 1 and Fig. 2, the blocks required for the end-construction column mold are provided. Referring to Fig. 1, the upper and lower end faces of the three items of plate one 1, plate two 2 and plate three 3 are provided with one
实施例2Example 2
本实用新型提供中部构造柱模具所需砌块,其与实施例1中所述砌块不同之处在于,参见图3,所述板一1和板三3的上、下端面皆设有一个定位槽4,参见图4,所述板一1和板三3的上、下端面皆设有一个定位凸起6,所述板二2的上、下端面各设有至少一个拉结筋槽5,本实施例中,所述板二2的上、下端面各设有两个拉结筋槽5,中柱构造柱模具与两边墙体需要通过钢筋连接在一起,使整个墙体结构稳定,在砌块中设置拉结筋槽5,所述拉结筋槽5是预留给钢筋贯通的槽位,使砌块形成的中柱构造柱模具有钢筋穿过的凹槽,加强对墙体的固定作用。所述拉结筋槽5的个数根据所述砌砖形成墙的厚度来决定,当墙的厚度为200mm时,所述拉结筋槽5为各有两个,当墙的厚度为300mm时,所述拉结筋槽5为各有三个,当然,实施例1中砌块的所有特征的等效替换均可使用在实施例二中,同时,图3所述砌块的板一1横向尺寸大于图4所述砌块的板一1横向尺寸,图3所述砌块的板三3横向尺寸大于图4所述砌块的板三3横向尺寸。The utility model provides the blocks required for the middle structural column mold, which is different from the blocks described in
实施例3Example 3
本实用新型提供一种上述砌块的制作装置,包括内撑部件、外箍部件、模具一7和模具二14,所述内撑部件和所述外箍部件都是一体成型的铝合金构件,降低砌块制作装置损坏的可能性,也可为一体成型的不锈钢构件,所述模具一7用于连接所述内撑部件和/或外箍部件上,所述模具二14用于连接所述内撑部件和/或外箍部件上,所述模具一7用于成型定位槽4,所述模具二14用于成型定位凸起6,所述内撑部件可拆卸连接于所述外箍部件内,所述内撑部件和外箍部件能够围成闭合的腔体11,所述腔体11用于成型上述砌块。The utility model provides a manufacturing device for the above-mentioned block, which comprises an inner support part, an outer hoop part, a mold one 7 and a mold two 14, and the inner support part and the outer hoop part are both integrally formed aluminum alloy components, To reduce the possibility of damage to the block making device, it can also be an integrally formed stainless steel component. The mold one 7 is used to connect the inner support part and/or the outer hoop part, and the mold two 14 On the inner support member and/or the outer hoop member, the
所述内撑部件包括模板一21、模板二22、模板三23和模板四24,所述外箍部件包括模板八31、模板九32和模板十33,所述模板一21与所述模板八31相对设置,所述模板一21与所述模板八31的间距适配板一1的宽度,所述模板二22与所述模板九32相对设置,所述模板二22与所述模板九32的间距适配板二2的宽度,所述模板三23与所述模板十33相对设置,所述模板三23与所述模板十33的间距适配板三3的宽度。The inner support part includes a template one 21, a template two 22, a template three 23 and a template four 24, the outer hoop part includes a template eight 31, a template nine 32 and a template ten 33, the template one 21 and the template eight 31 are arranged oppositely, the spacing between the template one 21 and the template eight 31 is adapted to the width of the plate one 1, the template two 22 and the template nine 32 are arranged opposite, the template two 22 and the template nine 32 The distance between the template three 23 and the template ten 33 is arranged opposite to the width of the plate two 2, and the distance between the template three 23 and the template ten 33 is adapted to the width of the plate three 3.
所述模具一7为条形构件,所述模具一7的截面为矩形,所述内撑部件或外箍部件连接所述模具一7;所述模具二14为条形构件,所述模具二14的截面为矩形,所述内撑部件或外箍部件连接所述模具二14。通过设置模具一7或模具二14能够使成型的所述砌块的顶面和底面形成企口,有利于减少模具种类,降低成本,便于统一加工,方便砌块安装。The mold one 7 is a bar-shaped member, the cross-section of the mold one 7 is a rectangle, and the inner support part or the outer hoop part is connected to the mold one 7; the mold two 14 is a bar-shaped member, and the mold two The
本实施例中,提供实施例一中所述砌块的制作装置,用于制作端柱构造柱模具所需砌块,制作图1所述砌块时,所述模具一7为条形构件,所述模具一7的截面为矩形,所述内撑部件连接所述模具一7;制作图2所述砌块时,所述模具二14为条形构件,所述模具二14的截面为矩形,所述外箍部件连接所述模具二14。In this embodiment, a device for making the blocks described in the first embodiment is provided, which is used to make the blocks required for the end column structural column mold. When making the blocks shown in FIG. 1 , the mold one 7 is a bar-shaped member, The cross section of the mold one 7 is a rectangle, and the inner support part is connected to the mold one 7; when making the block shown in FIG. 2 , the mold two 14 is a bar-shaped member, and the cross section of the mold two 14 is a rectangle. , the outer hoop part is connected to the
本实施例中,提供实施例二中所述砌块的制作装置,用于制作中柱构造柱模具所需砌块,所述模板二2的上、下端面各设有两个个模具三12,所述模板九32的上、下端面的对应设有两个卡槽13,每个所述模具三12与一个所述卡槽13适配连接。用于制作实施例2中所述砌块的所述拉结筋槽5,制作图3所述砌块时,所述模具一7为条形构件,所述模具一7的截面为矩形,所述内撑部件连接所述模具一7;制作图4所述砌块时,所述模具二14为条形构件,所述模具二14的截面为矩形,所述外箍部件连接所述模具二14。In this embodiment, a device for making the blocks described in the second embodiment is provided, which is used for making the blocks required for the mold of the central column structure. The upper and lower end faces of the template nine 32 are correspondingly provided with two
实施例4Example 4
本实用新型提供一种构造柱模具,包括至少两个上述砌块,相邻两个所述砌块叠放设置,每个所述砌块的所述定位槽4与相邻所述砌块的对应所述定位凸起6适配连接,上下叠放形成带有马牙槎的构造柱模具,当用于成型的构造柱为中柱时,相邻两个所述砌块的开口方向相向设置;当用于成型的构造柱为端柱时,相邻两个所述砌块的开口方向同向设置。The utility model provides a structural column mold, which includes at least two of the above-mentioned blocks, and two adjacent blocks are stacked and arranged, and the
本实施例中,用于成型的构造柱为中柱时,参见图10和图11,采用实施例2中的三块砌块,包括两块图3所述砌块和一块图4所述砌块,把图3所述砌块的所述定位槽4与图4所述砌块的所述定位凸起6适配连接,图3所述砌块与图4所述砌块的开口方向相向,上下叠放,形成两侧带有马牙槎,且带有拉结筋槽的中柱构造柱模具。In this embodiment, when the structural column used for forming is a central column, referring to FIGS. 10 and 11 , the three blocks in
本实施例中,用于成型的构造柱为端柱时,参见图9和图12,采用实施例1中的三块砌块,包括两块图1所述砌块和一块图2所述砌块,把图1所述砌块的所述定位槽4与图2所述砌块的所述定位凸起6适配连接,图3所述砌块与图4所述砌块的开口方向相同,上下叠加,形成开口一侧带有马牙槎、另一侧为平滑面的端柱构造柱模具。In this embodiment, when the structural column used for forming is an end column, referring to FIG. 9 and FIG. 12 , the three blocks in
本实用新型提供的一种砌块、一种砌块制作装置及一种构造柱模具,由砌块制作装置生产上述的三块砌块,每个所述定位槽4都有对应的所述定位凸起6,通过刷素水泥浆在一块砌块的所有所述定位槽4和另一块砌块的所有所述定位凸起6上,上述两块所述砌块上下叠加时,使所述定位槽4和所述定位凸起6一一对应,相互配合,形成构造柱模具。The utility model provides a block, a block making device and a structural column mold. The block making device produces the above-mentioned three blocks, and each of the
使用所述构造柱模具时,所述构造柱模具与两侧墙体砌筑同步施工,使用后无需拆卸,直接为一体墙的构造柱的一部分。所述砌块安装仅需刷素水泥浆一道,施工方便,既节省了周转材料的投入和模板安装、拆除工作量,同时规范了构造柱马牙槎的尺寸。在提高了构造柱外观及成型质量的前提下,降低了施工成本,也加快了工程施工进度,提升了工程质量。When the structural column mold is used, the structural column mold is constructed synchronously with the masonry of the walls on both sides, and does not need to be disassembled after use, and is directly a part of the structural column of the integrated wall. The block installation only requires one brush of plain cement slurry, and the construction is convenient, which not only saves the input of turnover materials and the workload of template installation and dismantling, but also regulates the size of the structural column. On the premise of improving the appearance and forming quality of the structural column, the construction cost is reduced, the construction progress of the project is also accelerated, and the project quality is improved.
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、等同替换和改进等,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 modifications, equivalent replacements and improvements made within the spirit and principles of the present invention shall be included in the present invention. within the scope of protection of the utility model.
Claims (10)
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| CN201921623696.8U CN211341396U (en) | 2019-09-27 | 2019-09-27 | Building block, building block manufacturing device and constructional column mold |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113846802A (en) * | 2021-10-22 | 2021-12-28 | 中铁城建集团有限公司 | Construction equipment and method for assembled disassembly-free template constructional column and ring beam |
| CN114961287A (en) * | 2022-06-30 | 2022-08-30 | 北京城建集团有限责任公司 | Construction method for constructional column without formwork support |
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2019
- 2019-09-27 CN CN201921623696.8U patent/CN211341396U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113846802A (en) * | 2021-10-22 | 2021-12-28 | 中铁城建集团有限公司 | Construction equipment and method for assembled disassembly-free template constructional column and ring beam |
| CN114961287A (en) * | 2022-06-30 | 2022-08-30 | 北京城建集团有限责任公司 | Construction method for constructional column without formwork support |
| CN114961287B (en) * | 2022-06-30 | 2023-07-25 | 北京城建集团有限责任公司 | Formwork-free construction method for constructional column |
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