[go: up one dir, main page]

CN2491554Y - Systematic building formwork - Google Patents

Systematic building formwork Download PDF

Info

Publication number
CN2491554Y
CN2491554Y CN 00255325 CN00255325U CN2491554Y CN 2491554 Y CN2491554 Y CN 2491554Y CN 00255325 CN00255325 CN 00255325 CN 00255325 U CN00255325 U CN 00255325U CN 2491554 Y CN2491554 Y CN 2491554Y
Authority
CN
China
Prior art keywords
formwork
holes
floor
side wall
sides
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN 00255325
Other languages
Chinese (zh)
Inventor
苏汝培
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
HUAHUI SYSTEM FORMWORK CO Ltd
Original Assignee
Huahui System Formwork Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Huahui System Formwork Co ltd filed Critical Huahui System Formwork Co ltd
Priority to CN 00255325 priority Critical patent/CN2491554Y/en
Application granted granted Critical
Publication of CN2491554Y publication Critical patent/CN2491554Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The utility model provides a systematization building template for pouring concrete building structure, which comprises a floor template for constructing a floor template or a beam bottom template, a floor template beam, an adjustable floor template support, a middle insert in the form of a short pipe or a short rod, a connecting strip in the form of a long strip, a connecting sheet, a side wall template for constructing a side wall template or a beam side template, an inner horizontal corner, an outer horizontal corner, a skirting board, a connecting iron bolt and a connecting iron pin, wherein the components can be connected into the floor template for pouring concrete. Its advantages are low loss rate of material, less cost for management and cleaning, high efficiency, short construction period and low cost.

Description

系统化建筑板模Systematic building formwork

本实用新型关于一种用于浇注混凝土建筑结构的系统化建筑板模。The utility model relates to a systematic building formwork for pouring concrete building structures.

在建筑业,工程师一直以来都采用木板作为建筑模板来构造建筑板模。但是,木板模的缺点是,寿命短,精密度低,合组模板和拆除模板的手续繁杂,施工的工期长。In the construction industry, engineers have long used planks of wood as building formwork to construct building formwork. However, the disadvantages of wooden formwork are short life, low precision, complicated procedures for assembling and removing formwork, and long construction period.

本实用新型的目的就是针对上述问题,提供一种寿命长,精密度高,合组模板和拆除模板简便,可以大大缩短工期的系统化建筑板模及用于这种系统化建筑板模的模板。The purpose of this utility model is to address the above problems, to provide a systematic building formwork with long life, high precision, easy to assemble formwork and remove formwork, and can greatly shorten the construction period and the formwork used for this systematic construction formwork .

根据本实用新型的用于浇注混凝土建筑结构的系统化建筑板模包括下列部件:The systematic building formwork for pouring concrete building structures according to the utility model comprises the following parts:

楼面模板,周来构造楼板模或梁底模,它呈长方形,由铝合金制成,包括一个框架和四边连接在框架上的一张铝合金板,在框架的四个侧面上形成有均匀间隔的孔;Floor formwork, Zhou Lai constructs floor formwork or beam bottom formwork, which is rectangular and made of aluminum alloy, including a frame and an aluminum alloy plate connected to the frame on four sides, forming a uniform pattern on the four sides of the frame spaced holes;

楼板模横梁,亦由铝合金制成,其长度与楼面模板的长边相适应,其横截面形状大致呈“U”形,中间形成一个空腔,两个侧边分别包括平直部分和凹槽部分,在平直部分上形成有和楼面模板侧面上的孔对应的均匀分布孔,楼面模板和楼板模横梁连接起来后,楼面模板的表面和楼板模横梁的顶面齐平;The floor formwork beam is also made of aluminum alloy. Its length is suitable for the long side of the floor formwork. In the groove part, evenly distributed holes corresponding to the holes on the side of the floor formwork are formed on the straight part. After the floor formwork and the floor formwork beam are connected, the surface of the floor formwork is flush with the top surface of the floor formwork beam ;

可调楼板模支柱,呈中空细长形状,支柱中部设有升降调节机构,在支柱下端设有一个底面积较大的支座;The adjustable floor formwork pillar is hollow and slender, with a lifting adjustment mechanism in the middle of the pillar, and a support with a large bottom area at the lower end of the pillar;

短管或短棒形式的中间插入件,可以插入横梁中部内和支柱的中空部中,其外周轮廓与支柱的内周轮廓相配合;intermediate inserts in the form of short tubes or rods, which can be inserted into the middle of the beams and into the hollows of the struts, the outer peripheral profile of which matches the inner peripheral profile of the struts;

长条形式的连接条,可以是实心的也可以是中空的,其横截面外廓形状与楼板模横梁的横截面上的凹槽部分形状相配合;The connecting strip in the form of a strip can be solid or hollow, and its cross-sectional profile shape matches the shape of the groove part on the cross-section of the floor formwork beam;

连接片,是一薄的金属片,可以由钢铁或铝合金制成,在两端部开有孔,孔间的距离根据墙的厚度设计;The connecting piece is a thin metal sheet, which can be made of steel or aluminum alloy, with holes at both ends, and the distance between the holes is designed according to the thickness of the wall;

侧墙模板,用来构造侧墙模或梁侧模,它也呈长方形,由铝合金制成,包括一个框架和四边连接在框架上的一张铝合金板,在框架的四个侧面上形成有均匀间隔的孔,并且,在侧墙模板的较长侧边上的开孔处形成有和连接片的厚度相匹配的凹槽;Side wall formwork, used to construct side wall formwork or beam side formwork, which is also rectangular in shape and made of aluminum alloy, consisting of a frame and an aluminum alloy plate attached to the frame on four sides, forming on the four sides of the frame There are holes evenly spaced and grooves formed at the openings on the longer sides of the side wall formwork to match the thickness of the webs;

内水平转角,亦由铝合金制成,其横截面形状大致呈“C”形,包括四个侧边,在内水平转角的两个侧边上有和楼面模板侧面上的孔与侧墙模板侧面上的孔对应的均匀分布孔,并且,在和楼面模板与侧墙模板连接起来后,内水平转角的两个侧边分别与楼面模板的表面和侧墙模板的表面齐平;Inner horizontal corner, also made of aluminum alloy, its cross-sectional shape is roughly "C" shape, including four sides, the two sides of the inner horizontal corner have holes and side walls on the sides of the floor formwork The holes on the side of the formwork correspond to the uniformly distributed holes, and after the floor formwork and the side wall formwork are connected, the two sides of the inner horizontal corner are respectively flush with the surface of the floor formwork and the surface of the side wall formwork;

外水平转角,亦由铝合金制成,其横截面形状大致呈“L”形,只是两个侧边的长度相等,在外水平转角的两个侧边上有和侧墙模板侧面上的孔对应的均匀分布孔;The outer horizontal corner is also made of aluminum alloy, and its cross-sectional shape is roughly "L" shape, except that the lengths of the two sides are equal, and there are holes on the two sides of the outer horizontal corner corresponding to the sides of the side wall formwork evenly distributed holes;

墙脚水平转角,用在内墙模的下端起定位作用,亦由铝合金制成,其横截面形状大致呈“C”形,包括一个水平的侧向凸缘,一个垂直的侧面和一个底座部分,在侧向凸缘上有和侧墙模板侧面上的孔对应的均匀分布孔,另外,可以通过底座部分用螺钉将墙脚水平转角固定在地面上,在和侧墙模板连接起来后,墙脚水平转角的侧面与侧墙模板的表面齐平;The horizontal corner of the wall foot is used for positioning the lower end of the inner wall formwork, also made of aluminum alloy, its cross-sectional shape is roughly "C" shape, including a horizontal lateral flange, a vertical side and a base part , there are evenly distributed holes corresponding to the holes on the side of the side wall formwork on the lateral flange. In addition, the horizontal corner of the foot of the wall can be fixed on the ground with screws through the base part. After connecting with the formwork of the side wall, the foot of the wall is horizontal The sides of the corner are flush with the surface of the side wall formwork;

踢脚板,用在外墙模的上下两端起定位和过渡作用,亦由铝合金制成,其横截面形状呈“U”形,包括三个侧边,在踢脚板的两个侧边上有和侧墙模板侧面上的孔对应的均匀分布孔,穿过踢脚板的侧边有可以浇注在混凝土内的销子,并且,在和侧墙模板连接起来后,踢脚板的侧面与侧墙模板的表面齐平;The skirting board is used for positioning and transition at the upper and lower ends of the exterior wall formwork. It is also made of aluminum alloy. Its cross-sectional shape is "U"-shaped, including three sides. Holes on the side of the wall formwork correspond to evenly spaced holes through the side of the skirting board with pins that can be poured into the concrete and, when joined to the side wall formwork, the sides of the skirting board are flush with the surface of the side wall formwork ;

连接铁栓和连接铁销,连接铁栓的一端形成有凸缘,另一端附近形成有销孔,连接铁销的形状呈楔形,可以通过调节插入销孔中的深度来起到紧固作用。Connecting the iron bolt and connecting iron pin, one end of the connecting iron bolt is formed with a flange, and a pin hole is formed near the other end, the shape of the connecting iron pin is wedge-shaped, and the fastening effect can be achieved by adjusting the depth inserted into the pin hole.

上述部件按下述连接方式连接成一个供浇注混凝土结构的板模:The above components are connected into a formwork for pouring concrete structure according to the following connection method:

用连接铁栓和连接铁销将合适数量的侧墙模板组立在踢脚板上形成外墙模,并在外墙模顶端也装上踢脚板,然后,用连接铁栓和连接铁销将合适数量的侧墙模板组立在墙脚水平转角)上形成内墙模,并在内墙模顶端装上内水平转角,而且,内、外墙模之间用连接片连接起来,接着,用连接铁栓和连接铁销将合适数量的楼面模板连接到内水平转角上形成梁底模,并在梁底模的另一端连接上外水平转角,然后,用连接铁栓和连接铁销将合适数量的侧墙模板组立在外水平转角上形成梁侧模,并在梁侧模的顶端安装上内水平转角,接下来,将可调楼板模支柱竖起来并调整好高度,将中间插入件的一端插入可调楼板模支柱的中空部内,接着将楼板模横梁的中部插在中间插入件的另一端上,然后用连接条、连接铁栓和连接铁销固定好,再接下来,用铁栓和铁销将合适数量的楼面模板连接到楼板模横梁上的平直部分上和内水平转角上构成楼板模,这样,就形成了一个可以用来浇注混凝土的完整板模,在板模内浇入混凝土,就可以形成所需的混凝土结构;还有,可以视需要布置另外的构造梁的板模。Use connecting iron bolts and connecting iron pins to assemble a suitable number of side wall formwork on the skirting board to form an exterior wall formwork, and install skirting boards on the top of the exterior wall formwork, and then use the connecting iron bolts and connecting iron pins to install an appropriate number of side wall formwork. The wall formwork is assembled on the foot of the wall (horizontal corner) to form an inner wall mold, and the inner horizontal corner is installed on the top of the inner wall mold, and the inner and outer wall molds are connected with connecting pieces, and then connected with iron bolts and connecting Iron pins connect an appropriate number of floor formwork to the inner horizontal corner to form a beam bottom formwork, and connect the other end of the beam bottom formwork to the upper outer horizontal corner, and then use the connecting iron bolts and connecting iron pins to connect an appropriate number of side walls The formwork is assembled on the outer horizontal corner to form the beam side formwork, and the inner horizontal corner is installed on the top of the beam side formwork. Next, the adjustable floor formwork pillars are erected and the height is adjusted, and one end of the middle insert is inserted into the adjustable In the hollow part of the slab formwork pillar, insert the middle part of the slab formwork beam on the other end of the middle insert, and then fix it with connecting strips, connecting iron bolts and connecting iron pins, and then use the iron bolts and iron pins to secure the A suitable number of floor formwork is connected to the straight part of the floor formwork beam and the inner horizontal corners to form the floor formwork. In this way, a complete formwork that can be used to pour concrete is formed, and concrete is poured into the formwork. The required concrete structure can be formed; also, additional formwork for constructing beams can be arranged as required.

根据本发明的用于所述系统化建筑板模的模板,用来构造楼板模、梁底模、侧墙模或梁侧模,呈长方形,该模板由铝合金制成,包括一个框架和四边连接在框架上的一张铝合金板,在框架的四个侧面上形成有均匀间隔的孔。According to the formwork used for the systematic building formwork of the present invention, it is used to construct floor formwork, beam bottom formwork, side wall formwork or beam side formwork, in a rectangular shape, and the formwork is made of aluminum alloy, including a frame and four sides A sheet of aluminum alloy attached to the frame with evenly spaced holes formed on the four sides of the frame.

本实用新型的系统化建筑板模具有如下优点:The systematic building panel mold of the utility model has the following advantages:

(1)可以根据建筑物的结构作事前规划,确定所需部件的最少数量,准备好之后,送至施工现场,组装起来即可,在现场不需要任何裁剪加工作业,因此,材料的损耗率低,并且,可保持工地清洁、美观,减少管理及清洁费用的支出;(1) Pre-planning can be made according to the structure of the building to determine the minimum number of required parts. After preparation, it can be sent to the construction site and assembled. There is no need for any cutting and processing operations on site. Therefore, the loss rate of materials Low cost, and can keep the construction site clean and beautiful, reducing management and cleaning costs;

(2)本实用新型的系统化建筑板模采用模块化的组合形式,各个组成部分都可用简单的铁钉或连接组件连接组成,合组与拆除模板所需的唯一工具只是一个轻便的锤子,相对于传统板模而言,不需要特别技术工人,因而可以提高效率、缩短工期、降低成本;(2) The systemized building formwork of the present utility model adopts a modular combination form, and each component can be connected by simple iron nails or connecting components. The only tool required for combination and removal of the formwork is only a light hammer. Compared with traditional formwork, it does not require special skilled workers, so it can improve efficiency, shorten construction period and reduce cost;

(3)模板所采用的铝合金材料轻,每一个模板可由一个工人搬运处理,不需要重型搬运工具,这也可以节省开支;(3) The aluminum alloy material used in the formwork is light, and each formwork can be handled by a worker without heavy handling tools, which can also save money;

(4)可利用模板精密度高的特点和仪器辅助测量,使浇注出的混凝土结构精度比较高,从而可以减低日后修补工作的开支;(4) The characteristics of high precision of the formwork and the auxiliary measurement of the instrument can be used to make the poured concrete structure relatively high in precision, thereby reducing the cost of repair work in the future;

(5)因为模板的铝合金表面光滑,可免除水泥粉光工序的工时和材料消耗。(5) Because the aluminum alloy surface of the formwork is smooth, the man-hours and material consumption of the cement powdering process can be avoided.

下面,参照附图,结合具体实施例,对本实用新型作详细的描述。Below, with reference to accompanying drawing, in conjunction with specific embodiment, the utility model is described in detail.

图1是本实用新型的系统化建筑板模的楼板模的立体示意图;Fig. 1 is the three-dimensional schematic diagram of the floor formwork of systematic building formwork of the present invention;

图2是图1的B向示意图;Fig. 2 is a schematic diagram in direction B of Fig. 1;

图3是图1的A-A剖面示意图;Fig. 3 is the A-A sectional schematic diagram of Fig. 1;

图4是本实用新型的系统化建筑板模的侧墙模的立体示意图;Fig. 4 is the three-dimensional schematic view of the side wall formwork of the systematic building formwork of the present invention;

图5是侧墙模与楼板模的连接方式的示意图;Fig. 5 is the schematic diagram of the connection mode of side wall formwork and floor slab formwork;

图6是侧墙模与地面的连接方式的示意图;Fig. 6 is the schematic diagram of the connection mode of side wall mold and ground;

图7是图6中“C”处所示的墙脚水平转角的放大图;Figure 7 is an enlarged view of the horizontal corner of the foot of the wall shown at "C" in Figure 6;

图8是本实用新型的系统化建筑板模的应用示意图之一;Fig. 8 is one of the application schematic diagrams of the systematic building formwork of the present invention;

图9是本实用新型的系统化建筑板模的应用示意图之二;Fig. 9 is the second application schematic diagram of the systematic building formwork of the present invention;

图10是图9中“D”处所示的可调楼板模支柱的其中一种升降调节机构的示意图;Figure 10 is a schematic diagram of one of the lifting adjustment mechanisms of the adjustable floor formwork pillar shown at "D" in Figure 9;

图11是本实用新型的系统化建筑板模的应用示意图之三;Fig. 11 is the third application schematic diagram of the systematic building formwork of the present invention;

如图1至图11所示,本实用新型的系统化建筑板模主要包括用来构造楼面或梁底的楼面模板100、楼板模横梁500、可调楼板模支柱600A、中间插入件600、连接条600B、用来构造侧墙或梁的侧面的侧墙模板300、连接片700C、内水平转角400、外水平转角800、墙脚水平转角200、踢脚板900、连接铁栓700和连接铁销700B等部件。另外,可选择地,还有侧墙模水平支撑10和侧墙模斜撑20。As shown in Figures 1 to 11, the systematic building formwork of the present invention mainly includes a floor formwork 100 for constructing floors or beam bottoms, floor formwork beams 500, adjustable floor formwork pillars 600A, and intermediate inserts 600 , connecting strip 600B, side wall formwork 300 for constructing the side wall or the side of the beam, connecting piece 700C, inner horizontal corner 400, outer horizontal corner 800, wall corner horizontal corner 200, skirting board 900, connecting iron bolt 700 and connecting iron pin 700B and other components. In addition, optionally, there are horizontal supports 10 for the side wall form and diagonal braces 20 for the side wall form.

如图1所示,楼面模板100呈长方形,用来构造楼板模和梁底模,由铝合金制成,包括一个框架101和四边连接在框架上的一张铝合金板102,在框架101的四个侧面上形成有均匀间隔的孔103。As shown in Figure 1, the floor formwork 100 is rectangular, used to construct the floor formwork and the bottom formwork of the beam, made of aluminum alloy, including a frame 101 and an aluminum alloy plate 102 connected on the frame at four sides, on the frame 101 There are evenly spaced holes 103 formed on the four sides of the .

下面,参照图2和图3说明,楼板模横梁500亦由铝合金制成,其长度与楼面模板的长边相适应,其横截面形状如图3中所示,呈对称的异型形状,中间形成一个空腔,两个侧边分别包括平直部分500-A和凹槽部分500-B,在平直部分上形成有和楼面模板侧面上的孔对应的均匀分布孔,楼面模板100和楼板模横梁500连接起来后,楼面模板的表面和楼板模横梁的顶面齐平。Next, referring to Fig. 2 and Fig. 3, the floor slab formwork beam 500 is also made of aluminum alloy, and its length is adapted to the long side of the floor formwork, and its cross-sectional shape is shown in Fig. 3, which is a symmetrical special-shaped shape. A cavity is formed in the middle, and the two sides respectively include a straight part 500-A and a groove part 500-B, and uniformly distributed holes corresponding to the holes on the side of the floor formwork are formed on the straight part, and the floor formwork After 100 and floor slab formwork crossbeam 500 are connected, the top surface of the surface of floor formwork and floor slab formwork crossbeam is flush.

可调楼板模支柱600A呈中空细长形状,横截面可圆也可方,支柱中部设有升降调节机构,例如图10所示的螺旋调节机构或图11所示的销孔调节机构,当然,也可以采取其它形式的调节升降的机构,这是很容易做到的,另外,在支柱的下端设有一个如图8中所示的支座600C,该支柱的材料可以选用钢铁或铝合金。The adjustable floor formwork pillar 600A is hollow and slender, and the cross section can be round or square. There is a lifting adjustment mechanism in the middle of the pillar, such as the screw adjustment mechanism shown in Figure 10 or the pin hole adjustment mechanism shown in Figure 11. Of course, It is also possible to adopt other forms of adjustable lifting mechanism, which is easy to do. In addition, a support 600C as shown in Figure 8 is provided at the lower end of the pillar, and the material of the pillar can be selected from steel or aluminum alloy.

中间插入件600是一个短管或短棒,可以插入横梁500中部500A内和支柱600A的中空部中,其外周轮廓与支柱的内周轮廓相配合,从而可以保证稳定性,该插入件的材料也可以选用钢铁或铝合金。The middle insert 600 is a short tube or short rod, which can be inserted into the middle part 500A of the beam 500 and the hollow part of the pillar 600A. Its outer peripheral contour matches the inner peripheral contour of the pillar to ensure stability. Steel or aluminum alloys can also be used.

连接条600B是一个长条,可以是实心的也可以是中空的,其横截面外廓形状与楼板模横梁500的横截面上的凹槽部分500-B形状相配合。The connecting bar 600B is a long bar, which can be solid or hollow, and its cross-sectional shape matches the shape of the groove part 500-B on the cross-section of the floor formwork beam 500 .

下面,参照图4说明,连接片700C是一薄的金属片,可以由钢铁或铝合金制成,在两端部开有孔700D,孔间的距离根据墙的厚度设计。Next, with reference to Fig. 4, the connecting piece 700C is a thin metal sheet, which can be made of steel or aluminum alloy, and has holes 700D at both ends, and the distance between the holes is designed according to the thickness of the wall.

侧墙模板300用来构造侧墙模或梁侧模,其结构同楼面模板100的结构基本相同,不同的地方在于,在侧墙模板的较长侧边上的开孔处形成有和连接片700C的厚度相匹配的凹槽301。The side wall formwork 300 is used to construct the side wall formwork or the beam side formwork, and its structure is basically the same as that of the floor formwork 100, the difference being that the openings on the longer sides of the sidewall formwork are formed with and connecting The thickness of the sheet 700C matches the groove 301 .

如图5所示,内水平转角400用来在侧墙模与楼板模的结合处、梁底模与楼板模的结合处和梁侧模与楼板模的结合处起连接作用,亦由铝合金制成,其横截面形状如图5所示,大致呈“C”形,包括四个侧边401,401,402,402。在内水平转角的两个侧边401上有和楼面模板侧面上的孔与侧墙模板侧面上的孔对应的均匀分布孔,并且,在和楼面模板100与侧墙模板300连接起来后,内水平转角400的两个侧边402分别与楼面模板的表面和侧墙模板的表面齐平。As shown in Figure 5, the inner horizontal corner 400 is used to connect the junction of the side wall formwork and the floor formwork, the junction of the beam bottom formwork and the floor formwork, and the junction of the beam side formwork and the floor formwork, and is also made of aluminum alloy As shown in FIG. 5 , its cross-sectional shape is roughly "C" shape, including four sides 401, 401, 402, 402. There are evenly distributed holes corresponding to the holes on the side of the floor formwork and the holes on the side of the side wall formwork on the two sides 401 of the inner horizontal corner, and, after connecting the floor formwork 100 and the side wall formwork 300 , the two sides 402 of the inner horizontal corner 400 are respectively flush with the surface of the floor formwork and the surface of the side wall formwork.

如图8所示,外水平转角800用来在梁侧模与梁底模的结合处起连接作用,亦由铝合金制成,其横截面形状如图8所示,大致呈“L”形,只是两个侧边801的长度相等。在外水平转角的两个侧边801上有和侧墙模板侧面上的孔对应的均匀分布孔。As shown in Figure 8, the outer horizontal corner 800 is used to connect the junction of the beam side formwork and the beam bottom formwork, and is also made of aluminum alloy, and its cross-sectional shape is shown in Figure 8, roughly in the shape of an "L" , but the lengths of the two sides 801 are equal. On the two sides 801 of the outer horizontal corner there are evenly distributed holes corresponding to the holes on the sides of the side wall formwork.

如图6所示,墙脚水平转角200用在内墙模的下端,起定位作用,亦由铝合金制成,其横截面形状如图7所示,大致呈“C”形,包括一个水平的侧向凸缘,一个垂直的侧面和一个底座部分,在侧向凸缘上有和侧墙模板侧面上的孔对应的均匀分布孔。另外,可以通过底座部分204用螺钉将墙脚水平转角200固定在地面上,在和侧墙模板300连接起来后,墙脚水平转角200的侧面202与侧墙模板的表面齐平。As shown in Figure 6, the horizontal corner 200 of the foot of the wall is used at the lower end of the inner wall formwork for positioning, and is also made of aluminum alloy. A lateral flange, a vertical side and a base portion, with evenly spaced holes in the lateral flange corresponding to the holes in the sides of the side wall formwork. In addition, the corner corner 200 can be fixed on the ground with screws through the base part 204 , and after being connected with the side wall template 300 , the side 202 of the corner corner 200 is flush with the surface of the side wall template.

如图8所示,踢脚板900用在外墙模的上下两端,起定位和过渡作用,亦由铝合金制成,其横截面形状如图8所示,呈“U”形,包括三个侧边901,901,902。在踢脚板的两个侧边901上有和侧墙模板侧面上的孔对应的均匀分布孔,穿过踢脚板的侧边902有可以浇注在混凝土内的销子903,并且,在和侧墙模板300连接起来后,踢脚板900的侧面902与侧墙模板的表面齐平。As shown in Figure 8, the skirting board 900 is used at the upper and lower ends of the exterior wall formwork to play a role of positioning and transition, and is also made of aluminum alloy. Side 901, 901, 902. On both sides 901 of the skirting board there are evenly distributed holes corresponding to the holes on the sides of the side wall formwork, through the sides 902 of the skirting board there are pins 903 that can be cast in concrete, and, in the same way as the side wall formwork 300 When connected, the sides 902 of the skirting board 900 are flush with the surface of the side wall formwork.

如图5所示,连接铁栓700的一端形成有凸缘,另一端附近形成有销孔700A,连接铁销700B的形状呈楔形,可以通过调节插入销孔700A中的深度来起到紧固作用。As shown in Figure 5, a flange is formed on one end of the connecting iron bolt 700, and a pin hole 700A is formed near the other end. effect.

另外,为了加强侧墙模的稳定性,如图8和11所示,可以在侧墙模之间增设水平支撑10或在侧墙模与地面之间增设斜撑20。水平支撑10和斜撑20的中部都设有长度调节机构。In addition, in order to enhance the stability of the side wall formwork, as shown in Figures 8 and 11, a horizontal support 10 can be added between the side wall forms or a diagonal brace 20 can be added between the side wall formwork and the ground. Both the horizontal support 10 and the middle part of the diagonal brace 20 are provided with a length adjustment mechanism.

在使用本实用新型的系统化建筑板模施工的时候,可以先对最低要使用多少各部件进行事先规划,然后按确定的数量准备好并运到工地,这样,可以节省制造、运输、保管方面的开支。When using the systematic building formwork of the utility model for construction, it is possible to plan in advance the minimum number of components to be used, and then prepare and transport them to the construction site according to the determined quantity. In this way, manufacturing, transportation, and storage can be saved. expenses.

在工地上,本实用新型的系统化建筑板模按下面程序进行组合。On the construction site, the systematic building formwork of the present utility model is assembled according to the following procedures.

首先,通过侧墙模板300侧面上的孔和踢脚板900侧边901上的孔,用连接铁栓700和连接铁销700B将合适数量的侧墙模板300组立在踢脚板900上形成外墙模,并在外墙模顶端也通过上述的孔用连接铁栓和连接铁销装上踢脚板900,然后,通过侧墙模板300侧面上的孔和墙脚水平转角200侧向凸缘上的孔,用连接铁栓700和连接铁销700B将合适数量的侧墙模板300组立在墙脚水平转角200上形成内墙模,并在内墙板顶端通过侧墙模板300侧面上的孔和内水平转角400侧边上的孔用连接铁栓700和连接铁销700B装上内水平转角400,而且,内、外墙模之间用连接片700C连接起来,接着,通过楼面模板100侧面上的孔和内水平转角400侧边上的孔,用连接铁栓700和连接铁销700B将合适数量的楼面模板100连接到内水平转角400上形成梁底模,并在梁底模的另一端通过楼面模板侧面上的孔和外水平转角侧边上的孔用连接铁栓和连接铁销连接上外水平转角800,然后,通过侧墙模板侧面上的孔和外水平转角侧面上的孔,用连接铁栓700和连接铁销700B将合适数量的侧墙模板300组立在外水平转角800上形成梁侧模,并在梁侧模的顶端以与上面相同的方式安装上内水平转角400,接下来,将可调楼板模支柱600A竖起来并调整好高度,将中间插入件600的一端插入可调楼板模支柱600A的中空部内,接着将楼板模横梁500的中部500A插在中间插入件600的另一端上,然后用连接条600B、连接铁栓700和连接铁销700B通过楼板模横梁平直部分上的孔固定好,再接下来,通过楼面模板侧面上的孔、楼板模横梁平直部分上的孔和内水产转角侧边上的孔,用铁栓700和铁销700B将合适数量的楼面模板100连接到楼板模横梁500上的平直部分500-A上和内水平转角400上构成楼板模,这样,就形成了一个如图8所示的可以用来浇注混凝土的完整板模,在板模内浇入混凝土,就可以形成所需的混凝土结构。First, through the holes on the sides of the side wall template 300 and the holes on the side 901 of the skirting board 900, an appropriate number of side wall templates 300 are assembled on the skirting board 900 with the connecting iron bolt 700 and the connecting iron pin 700B to form an exterior wall formwork, And also load onto skirting board 900 with connecting iron bolt and connecting iron pin at the top of the exterior wall formwork, then, pass through the hole on the side wall formwork 300 side and the hole on the corner 200 lateral flanges of the foot of the wall, connect iron The bolt 700 and the connecting iron pin 700B assemble an appropriate number of side wall formwork 300 on the horizontal corner 200 of the foot of the wall to form an inner wall formwork, and the top of the inner wall panel passes through the hole on the side wall formwork 300 side and the side of the inner horizontal corner 400 The holes on the top are installed with the connecting iron bolt 700 and the connecting iron pin 700B to install the inner horizontal corner 400, and the inner and outer wall forms are connected with the connecting piece 700C, then, pass through the holes on the floor formwork 100 side and the inner horizontal corner. The hole on the side of the corner 400 is used to connect a suitable number of floor templates 100 to the inner horizontal corner 400 with the connecting iron bolt 700 and the connecting iron pin 700B to form the beam base form, and pass the floor formwork at the other end of the beam base form. The hole on the side and the hole on the outer horizontal corner side are connected with the connecting iron bolt and the connecting iron pin to the upper outer horizontal corner 800, and then, through the hole on the side wall formwork side and the hole on the outer horizontal corner side, use the connecting iron The bolt 700 and the connecting iron pin 700B assemble an appropriate number of side wall formwork 300 on the outer horizontal corner 800 to form a beam side form, and install the upper inner horizontal corner 400 on the top of the beam side form in the same way as above, and then, Stand up the adjustable floor formwork pillar 600A and adjust the height, insert one end of the intermediate insert 600 into the hollow part of the adjustable floor formwork pillar 600A, and then insert the middle part 500A of the floor formwork beam 500 into the other end of the intermediate insert 600 Then use the connecting strip 600B, connecting iron bolt 700 and connecting iron pin 700B to fix through the hole on the straight part of the floor formwork beam, and then pass through the hole on the side of the floor formwork and on the straight part of the floor formwork beam. The hole on the side of the aquatic product corner and the hole on the side of the inner aquatic product corner, a suitable number of floor templates 100 are connected to the straight part 500-A on the floor formwork beam 500 and the inner horizontal corner 400 with iron bolts 700 and iron pins 700B to form Floor formwork, like this, has just formed a complete formwork that can be used for pouring concrete as shown in Figure 8, pours concrete in formwork, just can form required concrete structure.

还有,可以视需要布置另外的构造梁的板模,如图9所示。Also, additional formwork for constructing beams can be arranged as required, as shown in FIG. 9 .

以上,结合附图对本实用新型的实施例进行了描述。需要明确的是,上述描述仅是示意性质的,本领域的技术人员在上述实施例的基础上所作的任何不脱离本实用新型精神实质的改进都在本实用新型的权利要求所限定的保护范围内。Above, the embodiments of the present utility model have been described in conjunction with the accompanying drawings. It should be clear that the above description is only illustrative, and any improvements made by those skilled in the art on the basis of the above embodiments without departing from the spirit of the present utility model are within the scope of protection defined by the claims of the present utility model Inside.

Claims (2)

1.一种用于浇注混凝土建筑结构的系统化建筑板模,其特征在于,它包括下列部件:1. A systematic building formwork for pouring concrete building structures is characterized in that it comprises the following parts: 楼面模板(100),用来构造楼板模或梁底模,它呈长方形,由铝合金制成,包括一个框架(101)和四边连接在框架上的一张铝合金板(102),在框架(101)的四个侧面上形成有均匀间隔的孔(103);Floor formwork (100) is used to construct floor formwork or beam base formwork, and it is rectangular, is made of aluminum alloy, comprises a frame (101) and an aluminum alloy plate (102) that four sides are connected on the framework, in Evenly spaced holes (103) are formed on the four sides of the frame (101); 楼板模横梁(500),亦由铝合金制成,其长度与楼面模板的长边相适应,其横截面形状大致呈“U”形,中间形成一个空腔,两个侧边分别包括平直部分(500-A)和凹槽部分(500-B),在平直部分上形成有和楼面模板侧面上的孔对应的均匀分布孔,楼面模板(100)和楼板模横梁(500)连接起来后,楼面模板的表面和楼板模横梁的顶面齐平;The floor formwork beam (500) is also made of aluminum alloy. Its length is adapted to the long side of the floor formwork. The straight part (500-A) and the groove part (500-B), on the straight part, are formed with evenly distributed holes corresponding to the holes on the side of the floor formwork, the floor formwork (100) and the floor formwork beam (500 ) after being connected, the surface of the floor formwork is flush with the top surface of the floor formwork beam; 可调楼板模支柱(600A),呈中空细长形状,支柱中部设有升降调节机构,在支柱下端设有一个底面积较大的支座(600B);The adjustable floor formwork pillar (600A) is hollow and slender, with a lifting adjustment mechanism in the middle of the pillar, and a support (600B) with a large bottom area at the lower end of the pillar; 短管或短棒形式的中间插入件(600),可以插入横梁(500)中部(500A)内和支柱(600A)的中空部中,其外周轮廓与支柱的内周轮廓相配合;an intermediate insert (600) in the form of a short tube or rod, which can be inserted into the middle part (500A) of the beam (500) and the hollow part of the strut (600A), the outer peripheral profile of which matches the inner peripheral profile of the strut; 长条形式的连接条(600B),可以是实心的也可以是中空的,其横截面外廓形状与楼板模横梁(500)的横截面上的凹槽部分(500-B)形状相配合;The connecting strip (600B) in the form of a strip can be solid or hollow, and its cross-sectional profile shape matches the shape of the groove part (500-B) on the cross-section of the floor formwork beam (500); 连接片(700C),是一薄的金属片,可以由钢铁或铝合金制成,在两端部开有孔(700D),孔间的距离根据墙的厚度设计;The connecting piece (700C) is a thin metal sheet, which can be made of steel or aluminum alloy, with holes (700D) at both ends, and the distance between the holes is designed according to the thickness of the wall; 侧墙模板(300),用来构造侧墙模或梁侧模,它也呈长方形,由铝合金制成,包括一个框架(301)和四边连接在框架上的一张铝合金板(302),在框架(301)的四个侧面上形成有均匀间隔的孔(303),并且,在侧墙模板的较长侧边上的开孔处形成有和连接片(700C)的厚度相匹配的凹槽(301);Side wall formwork (300), used to construct side wall formwork or beam side formwork, it is also rectangular, made of aluminum alloy, including a frame (301) and an aluminum alloy plate (302) connected on the frame at four sides On the four sides of the frame (301), holes (303) are formed at even intervals, and at the openings on the longer sides of the side wall formwork, holes are formed that match the thickness of the connecting piece (700C). Groove(301); 内水平转角(400),亦由铝合金制成,其横截面形状大致呈“C”形,包括四个侧边(401,401,402,402),在内水平转角的两个侧边(401)上有和楼面模板侧面上的孔与侧墙模板侧面上的孔对应的均匀分布孔,并且,在和楼面模板(100)与侧墙模板(300)连接起来后,内水平转角(400)的两个侧边(402)分别与楼面模板的表面和侧墙模板的表面齐平;The inner horizontal corner (400) is also made of aluminum alloy, and its cross-sectional shape is roughly "C" shape, including four sides (401, 401, 402, 402), and the two sides of the inner horizontal corner ( 401) has evenly distributed holes corresponding to the holes on the side of the floor template and the holes on the side of the side wall template, and after the floor template (100) and the side wall template (300) are connected, the inner horizontal corner The two sides (402) of (400) are respectively flush with the surface of the floor formwork and the surface of the side wall formwork; 外水平转角(800),亦由铝合金制成,其横截面形状大致呈“L”形,只是两个侧边(801)的长度相等,在外水平转角的两个侧边(801)上有和侧墙模板侧面上的孔对应的均匀分布孔;The outer horizontal corner (800) is also made of aluminum alloy, and its cross-sectional shape is roughly "L", except that the lengths of the two sides (801) are equal, and there are two sides (801) on the outer horizontal corner. Evenly distributed holes corresponding to the holes on the sides of the side wall formwork; 墙脚水平转角(200),用在内墙模的下端起定位作用,亦由铝合金制成,其横截面形状大致呈“C”形,包括一个水平的侧向凸缘,一个垂直的侧面和一个底座部分,在侧向凸缘上有和侧墙模板侧面上的孔对应的均匀分布孔,另外,可以通过底座部分(204)用螺钉将墙脚水平转角(200)固定在地面上,在和侧墙模板(300)连接起来后,墙脚水平转角(200)的侧面(202)与侧墙模板的表面齐平;The horizontal corner of the wall foot (200), used for positioning the lower end of the inner wall formwork, is also made of aluminum alloy, and its cross-sectional shape is roughly "C" shape, including a horizontal lateral flange, a vertical side and A base part has uniformly distributed holes corresponding to the holes on the sides of the side wall formwork on the lateral flange. In addition, the horizontal corner of the wall foot (200) can be fixed on the ground through the base part (204) with screws. After the side wall formwork (300) is connected, the side (202) of the horizontal corner (200) of the foot of the wall is flush with the surface of the side wall formwork; 踢脚板(900),用在外墙模的上下两端起定位和过渡作用,亦由铝合金制成,其横截面形状呈“U”形,包括三个侧边(901,901,902),在踢脚板的两个侧边(901,901)上有和侧墙模板侧面上的孔对应的均匀分布孔,穿过踢脚板的侧边(902)有可以浇注在混凝土内的销子(903),并且,在和侧墙模板(300)连接起来后,踢脚板(900)的侧面(902)与侧墙模板的表面齐平;Skirting board (900), which is used for positioning and transition at the upper and lower ends of the external wall formwork, is also made of aluminum alloy, and its cross-sectional shape is "U" shape, including three sides (901, 901, 902). On both sides (901, 901) of the skirting board there are evenly distributed holes corresponding to the holes on the sides of the side wall formwork, through the side of the skirting board (902) there are pins (903) which can be poured into the concrete, and , after being connected with the side wall formwork (300), the side (902) of the skirting board (900) is flush with the surface of the side wall formwork; 连接铁栓(700)和连接铁销(700B),连接铁栓(700)的一端形成有凸缘,另一端附近形成有销孔(700A),连接铁销(700B)的形状呈楔形,可以通过调节插入销孔(700A)中的深度来起到紧固作用;Connecting the iron bolt (700) and the connecting iron pin (700B), one end of the connecting iron bolt (700) is formed with a flange, and a pin hole (700A) is formed near the other end, and the shape of the connecting iron pin (700B) is wedge-shaped, which can Fastening is achieved by adjusting the depth of the insertion pin hole (700A); 上述部件按下述连接方式连接成一个供浇注混凝土结构的板模:The above components are connected into a formwork for pouring concrete structure according to the following connection method: 通过侧墙模板(300)侧面上的孔和踢脚板(900)侧边(901)上的孔,用连接铁栓(700)和连接铁销(700B)将合适数量的侧墙模板(300)组立在踢脚板(900)上形成外墙模,并在外墙模顶端也通过上述的孔用连接铁栓和连接铁销装上踢脚板(900),然后,通过侧墙模板(300)侧面上的孔和墙脚水平转角(200)侧向凸缘上的孔,用连接铁栓(700)和连接铁销(700B)将合适数量的侧墙模板(300)组立在墙脚水平转角(200)上形成内墙模,并在内墙模顶端通过侧墙模板(300)侧面上的孔和内水平转角(400)侧边上的孔用连接铁栓(700)和连接铁销(700B)装上内水平转角(400),而且,内、外墙模之间用连接片(700C)连接起来,接着,通过楼面模板(100)侧面上的孔和内水平转角(400)侧边上的孔,用连接铁栓(700)和连接铁销(700B)将合适数量的楼面模板(100)连接到内水平转角(400)上形成梁底模,并在梁底模的另一端通过楼面模板侧面上的孔和外水平转角侧边上的孔用连接铁栓和连接铁销连接上外水平转角(800),然后,通过侧墙模板侧面上的孔和外水平转角侧面上的孔,用连接铁栓(700)和连接铁销(700B)将合适数量的侧墙模板(300)组立在外水平转角(800)上形成梁侧模,并在梁侧模的顶端以与上面相同的方式安装上内水平转角(400),接下来,将可调楼板模支柱(600A)竖起来并调整好高度,将中间插入件(600)的一端插入可调楼板模支柱(600A)的中空部内,接着将楼板模横梁(500)的中部(500A)插在中间插入件(600)的另一端上,然后用连接条(600B)、连接铁栓(700)和连接铁销(700B)通过楼板模横梁平直部分上的孔固定好,再接下来,通过楼面模板侧面上的孔、楼板模横梁平直部分上的孔和内水平转角侧边上的孔,用铁栓(700)和铁销(700B)将合适数量的楼面模板(100)连接到楼板模横梁(500)上的平直部分(500-A)上和内水平转角(400)上构成楼板模,这样,就形成了一个可以用来浇注混凝土的完整板模,在板模内浇入混凝土,就可以形成所需的混凝土结构;Through the holes on the side of the side wall formwork (300) and the holes on the side of the skirting board (900) (901), use the connecting iron bolts (700) and connecting iron pins (700B) to assemble a suitable number of side wall formworks (300) Stand on the skirting board (900) to form the exterior wall mold, and also install the skirting board (900) with the connecting iron bolt and the connecting iron pin at the top of the exterior wall mold through the above-mentioned holes, and then pass through the hole on the side wall formwork (300) side and the holes on the lateral flange of the horizontal corner of the wall foot (200), use the connecting iron bolts (700) and connecting iron pins (700B) to assemble an appropriate number of side wall templates (300) on the horizontal corner of the wall foot (200) to form Inner wall formwork, and the top of the inner wall formwork through the holes on the sides of the side wall formwork (300) and the holes on the side of the inner horizontal corner (400) with the connecting iron bolts (700) and connecting iron pins (700B) to install the inner Horizontal corner (400), and, connect with connecting piece (700C) between interior and exterior wall formwork, then, pass through the hole on the side of floor template (100) and the hole on the side of interior horizontal corner (400), Use connecting iron bolts (700) and connecting iron pins (700B) to connect an appropriate number of floor formwork (100) to the inner horizontal corner (400) to form a beam bottom formwork, and pass the floor formwork at the other end of the beam bottom formwork The hole on the side and the hole on the side of the outer horizontal corner connect the upper outer horizontal corner (800) with the connecting iron bolt and the connecting iron pin, then, pass through the hole on the side wall template side and the hole on the outer horizontal corner side, use Connecting iron bolts (700) and connecting iron pins (700B) Assemble an appropriate number of side wall formworks (300) on the outer horizontal corners (800) to form beam side forms, and at the top of beam side forms in the same manner as above Install the upper inner horizontal corner (400), next, erect the adjustable floor formwork pillar (600A) and adjust the height, insert one end of the middle insert (600) into the hollow part of the adjustable floor formwork pillar (600A), Then insert the middle part (500A) of the floor formwork beam (500) on the other end of the middle insert (600), and then use the connecting strip (600B), connecting iron bolt (700) and connecting iron pin (700B) to pass through the floor formwork The holes on the straight part of the beam are fixed, and then, through the holes on the side of the floor formwork, the holes on the straight part of the beam of the floor formwork and the holes on the side of the inner horizontal corner, use iron bolts (700) and iron Pin (700B) connects suitable number of floor formwork (100) to the straight part (500-A) on the floor formwork beam (500) and on the inner horizontal corner (400) to form the floor formwork, like this, just forms A complete formwork that can be used to pour concrete, pouring concrete into the formwork to form the required concrete structure; 还有,可以视需要布置另外的构造梁的板模。Also, additional formwork for the construction of the beams can be arranged as required. 2.如权利要求1所述的系统化建筑板模,其特征在于:在侧墙模之间增设水平支撑(10)或在侧墙模与地面之间增设斜撑(20),水平支撑(10)和斜撑(20)的中部都设有长度调节机构。2. The systemized building formwork as claimed in claim 1, characterized in that: add horizontal supports (10) between the side wall forms or add diagonal braces (20) between the side wall forms and the ground, and the horizontal supports ( 10) and the middle part of diagonal brace (20) are all provided with length adjustment mechanism.
CN 00255325 2000-10-09 2000-10-09 Systematic building formwork Expired - Fee Related CN2491554Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 00255325 CN2491554Y (en) 2000-10-09 2000-10-09 Systematic building formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 00255325 CN2491554Y (en) 2000-10-09 2000-10-09 Systematic building formwork

Publications (1)

Publication Number Publication Date
CN2491554Y true CN2491554Y (en) 2002-05-15

Family

ID=33612344

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 00255325 Expired - Fee Related CN2491554Y (en) 2000-10-09 2000-10-09 Systematic building formwork

Country Status (1)

Country Link
CN (1) CN2491554Y (en)

Cited By (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101824907A (en) * 2010-04-30 2010-09-08 倪国荣 Connecting structure of aluminum alloy building template assembly
CN102587639A (en) * 2012-01-20 2012-07-18 浙江天元建设(集团)股份有限公司 Double-layered skirting board and service method thereof
CN102767279A (en) * 2012-07-02 2012-11-07 广州毅昌科技股份有限公司 Modular wall top plastic template system
CN102828612A (en) * 2011-06-17 2012-12-19 深圳汇林达科技有限公司 Building template system and construction method for fast assembling and locating templates
WO2013023330A1 (en) * 2011-08-12 2013-02-21 Lei Canbo Combined system of split building template
CN103255929A (en) * 2012-02-15 2013-08-21 天津三春科技有限公司 Assembly technology of adjustable supporting columns and eight type modularized steel floor slab moulds
CN103276891A (en) * 2013-06-08 2013-09-04 广东台澳特种铝材有限公司 Aluminum template system for building
CN103556814A (en) * 2013-10-31 2014-02-05 林德亮 Building template frame system
CN103821352A (en) * 2014-01-25 2014-05-28 苏鸿飞 Installation method of aluminum mould plate building units and aluminum mould plate connector used by installation method
CN103866975A (en) * 2014-02-28 2014-06-18 苏鸿飞 Building formwork assembly method and used aluminium formwork connector
CN104120881A (en) * 2013-04-28 2014-10-29 深圳市特辰科技股份有限公司 Building formwork system capable of being disassembled or assembled fast
CN104196231A (en) * 2014-09-25 2014-12-10 成都市第六建筑工程公司 Concrete floor aluminum alloy template and construction method thereof
CN104234411A (en) * 2013-06-21 2014-12-24 深圳市特辰科技股份有限公司 Aluminum alloy form structural system for fabrication of beams and slabs
CN105625708A (en) * 2015-12-31 2016-06-01 云南建工建材科技有限责任公司 Aluminum wood composite formwork system for buildings
CN106149885A (en) * 2015-04-16 2016-11-23 杨华 Simple building structure and the house containing its structure
CN106168065A (en) * 2016-07-04 2016-11-30 浙江谊科建筑技术发展有限公司 A kind of pouring auxiliary aluminum diaphragm system
CN106401184A (en) * 2016-11-10 2017-02-15 湖北森峰铝模科技有限公司 Aluminum template connection piece
CN111719855A (en) * 2019-03-22 2020-09-29 Peri有限公司 Connecting strip for floor slab formwork

Cited By (25)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101824907A (en) * 2010-04-30 2010-09-08 倪国荣 Connecting structure of aluminum alloy building template assembly
CN102828612A (en) * 2011-06-17 2012-12-19 深圳汇林达科技有限公司 Building template system and construction method for fast assembling and locating templates
CN102828612B (en) * 2011-06-17 2015-06-24 深圳汇林达科技有限公司 Building template system and construction method for fast assembling and locating templates
WO2013023330A1 (en) * 2011-08-12 2013-02-21 Lei Canbo Combined system of split building template
CN102587639B (en) * 2012-01-20 2014-09-17 浙江天元建设(集团)股份有限公司 Double-layered skirting board and service method thereof
CN102587639A (en) * 2012-01-20 2012-07-18 浙江天元建设(集团)股份有限公司 Double-layered skirting board and service method thereof
CN103255929A (en) * 2012-02-15 2013-08-21 天津三春科技有限公司 Assembly technology of adjustable supporting columns and eight type modularized steel floor slab moulds
CN102767279A (en) * 2012-07-02 2012-11-07 广州毅昌科技股份有限公司 Modular wall top plastic template system
WO2014005369A1 (en) * 2012-07-02 2014-01-09 广州毅昌科技股份有限公司 Modular plastic template system for wall top
CN104120881B (en) * 2013-04-28 2016-09-07 深圳市特辰科技股份有限公司 The building template system of fast demountable
CN104120881A (en) * 2013-04-28 2014-10-29 深圳市特辰科技股份有限公司 Building formwork system capable of being disassembled or assembled fast
CN103276891A (en) * 2013-06-08 2013-09-04 广东台澳特种铝材有限公司 Aluminum template system for building
CN104234411B (en) * 2013-06-21 2017-03-15 深圳市特辰科技股份有限公司 Beam slab aluminum alloy mould plate structural system
CN104234411A (en) * 2013-06-21 2014-12-24 深圳市特辰科技股份有限公司 Aluminum alloy form structural system for fabrication of beams and slabs
CN103556814A (en) * 2013-10-31 2014-02-05 林德亮 Building template frame system
CN103821352A (en) * 2014-01-25 2014-05-28 苏鸿飞 Installation method of aluminum mould plate building units and aluminum mould plate connector used by installation method
CN103821352B (en) * 2014-01-25 2016-03-09 苏鸿飞 The mounting method of aluminum alloy pattern plate building unit and the aluminum alloy pattern plate connector used
CN103866975B (en) * 2014-02-28 2016-02-03 苏鸿飞 The mounting method of construction formwork and the aluminum alloy pattern plate connector used
CN103866975A (en) * 2014-02-28 2014-06-18 苏鸿飞 Building formwork assembly method and used aluminium formwork connector
CN104196231A (en) * 2014-09-25 2014-12-10 成都市第六建筑工程公司 Concrete floor aluminum alloy template and construction method thereof
CN106149885A (en) * 2015-04-16 2016-11-23 杨华 Simple building structure and the house containing its structure
CN105625708A (en) * 2015-12-31 2016-06-01 云南建工建材科技有限责任公司 Aluminum wood composite formwork system for buildings
CN106168065A (en) * 2016-07-04 2016-11-30 浙江谊科建筑技术发展有限公司 A kind of pouring auxiliary aluminum diaphragm system
CN106401184A (en) * 2016-11-10 2017-02-15 湖北森峰铝模科技有限公司 Aluminum template connection piece
CN111719855A (en) * 2019-03-22 2020-09-29 Peri有限公司 Connecting strip for floor slab formwork

Similar Documents

Publication Publication Date Title
CN2491554Y (en) Systematic building formwork
CN112982775A (en) Light prefabricated assembly type space net rack ribbed floor slab template and construction process
KR100484512B1 (en) The constructing and dismantling method of concrete forms constructed for wall and slab
CN203640267U (en) Systematic building formwork
CN110158949A (en) Early-dismantling system for support and matched aluminum mold and construction method thereof
CN112982774B (en) Construction method for forming multi-ribbed floor based on quick-assembly type keel formwork combined template
KR20040042029A (en) The structure of concrete forms constructed for wall and slab
CN110017141B (en) A rapid formwork system for ultra-deep shaft concrete ring frame beam and its construction method
CN209976019U (en) Sink tank template assembly for toilet
CN112196257A (en) Aluminum alloy formwork construction method for variable-storey-height building
CN211622347U (en) Prefabricated combination stair part of assembled
CN214195523U (en) Connecting structure of wood formwork and secondary pouring aluminum formwork
CN214696859U (en) A stair formwork for building construction
CN212428077U (en) Stair step template construction structures
JPH08158632A (en) Formwork device of concrete
CN210341966U (en) Basic cushion cap instrumentization template structure
CN114837404A (en) Sunken type falling plate pouring mold and pouring method
JP3087195B2 (en) How to build stairs
CN217998929U (en) Pouring mold for constructional column formwork
CN112160480A (en) Assembly type combined box mold # -shaped hollow floor structure and construction method thereof
CN2446195Y (en) Structure of building wall panels
KR20010049143A (en) Wall-climbing forming system using kicker block
CN112681726A (en) Floor post-cast strip pouring mold structure and construction method thereof
CN111706006A (en) Integrated reinforced bar mould-free cast-in-situ concrete column
CN112482637A (en) GRC disassembly-free template for pouring concrete beam plate

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
ASS Succession or assignment of patent right

Owner name: HUAHUI SYSTEM MODULE CO., LTD.

Free format text: FORMER OWNER: HUAHUI SYSTEM FORMWORK CO LTD

Effective date: 20031114

C41 Transfer of patent application or patent right or utility model
TR01 Transfer of patent right

Effective date of registration: 20031114

Patentee after: Huahui system formwork Co Ltd

Patentee before: Huahui System Formwork Co Ltd

COR Change of bibliographic data

Free format text: CORRECT: PATENTEE; FROM: HUAHUI SYSTEM MODULE CO., LTD. TO: HUIHUI SYSTEM MOULD BOARD CO., LTD.

CU01 Correction of utility model

Correction item: Patentee

Correct: Hui Hui system board touch Co., Ltd.

False: Benson limited touch system board

Number: 52

Page: The title page

Volume: 19

CU03 Publication of corrected utility model

Correction item: Patentee

Correct: Hui Hui system board touch Co., Ltd.

False: Benson limited touch system board

Number: 52

Page: 349

Volume: 19

ERR Gazette correction

Free format text: CORRECT: PATENTEE; FROM: HUAHUI SYSTEM MODULE CO., LTD. TO: HUIHUI SYSTEM MOULD BOARD CO., LTD.

C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee