CN107639723A - A kind of the production template and production method of concrete prefabricated wallboard with holes - Google Patents
A kind of the production template and production method of concrete prefabricated wallboard with holes Download PDFInfo
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Abstract
Description
技术领域technical field
本发明涉及一种带孔的混凝土预制墙板的生产用模板,还涉及用该模板生产该带孔的混凝土预制墙板的生产方法。The invention relates to a formwork for the production of a concrete prefabricated wallboard with holes, and also relates to a production method for producing the concrete prefabricated wallboard with holes by using the formwork.
背景技术Background technique
随着建筑行业的迅猛发展以及人们对环境质量的要求不断提高,随之产生各种工程施工新工艺,预制墙板就是其中的一种。采用预制墙板建造装配式建筑,可以提高工厂化、机械化施工程度,减少现场湿作业,节约现场用工,克服季节影响,缩短建筑施工周期。目前,在进行项目装修时,经常要重新在预制墙板上钻孔,用于吊装各类线管,增加了人工,电钻对墙板冲击,容易造成墙板开裂。With the rapid development of the construction industry and the continuous improvement of people's requirements for environmental quality, various new engineering construction techniques have emerged, and prefabricated wall panels are one of them. The use of prefabricated wall panels to build prefabricated buildings can improve the degree of factory and mechanized construction, reduce on-site wet work, save on-site labor, overcome seasonal influences, and shorten the construction period. At present, when carrying out project decoration, it is often necessary to re-drill holes on the prefabricated wall panels for hoisting various types of pipes, which increases labor, and the impact of the electric drill on the wall panels may easily cause the wall panels to crack.
因此,开发一种能生产便于后期施工的混凝土预制墙板的生产工艺,用于提高工作效率和工程质量是目前亟待解决的问题。Therefore, it is an urgent problem to be solved at present to develop a kind of production technology that can produce the concrete prefabricated wall panel that is convenient for post-construction, and is used to improve work efficiency and engineering quality.
发明内容Contents of the invention
本发明的目的之一是提供一种带孔的混凝土预制墙板的生产用模板,用该模板生产的带孔的混凝土预制墙板便于工程后期施工,提高了工作效率和工程质量。One of the purposes of the present invention is to provide a formwork for the production of prefabricated concrete wall panels with holes. The prefabricated concrete wall panels with holes produced by the formwork are convenient for later stage construction of the project and improve work efficiency and project quality.
本发明的这一目的通过如下技术方案来实现的:This purpose of the present invention is achieved through the following technical solutions:
一种带孔的混凝土预制墙板的生产用模板,包括前板、后板、左围板、右围板、下围板、若干个预留管、若干个定位杆、若干个拉杆和若干个锁紧头,前板和后板一前一后对应立于一水平面上,前板和后板对应开有横向和竖向规整排列的定位孔,位于左侧的一竖排定位孔、位于右侧的一竖排定位孔和位于下端的一横排定位孔上分布插有拉杆,拉杆的两端分别支撑于前板和后板的定位孔上,且拉杆的两端分别从前板和后板的外侧面突出,在拉杆的两端设有连接螺纹,锁紧头对应连接螺纹设有螺纹孔,在拉杆的两端分别拧有锁紧头,左围板、右围板和下围板均夹紧于前板和后板之间,且左围板、右围板和下围板与前板和后板垂直,下围板的左右两端边分别于左围板的下端边和右围板的下端边相接,由前板、后板、左围板、右围板和下围板围成了一个上端开口的成型腔,拉杆位于成型腔外,定位杆水平插于成型腔范围内的定位孔中,定位杆两端分别支撑于前板和后板的定位孔上,定位杆上穿有预留管,预留管位于成型腔内,左围板、右围板和下围板上对应开有钢筋固定孔。A formwork for the production of prefabricated concrete wall panels with holes, including a front panel, a rear panel, a left panel, a right panel, a lower panel, several reserved pipes, several positioning rods, several tie rods and several Locking head, the front plate and the rear plate stand on a horizontal plane correspondingly. The front plate and the rear plate are correspondingly provided with positioning holes arranged horizontally and vertically. The vertical positioning holes on the left side are located on the right A row of vertical positioning holes on the side and a horizontal row of positioning holes at the lower end are distributed with tie rods inserted. The outer side of the pull rod protrudes, and there are connecting threads at both ends of the tie rod. The locking head is provided with a threaded hole corresponding to the connecting thread, and the two ends of the tie rod are respectively screwed with locking heads. The left enclosure, right enclosure and lower enclosure are all It is clamped between the front panel and the rear panel, and the left panel, the right panel and the lower panel are perpendicular to the front panel and the rear panel. The lower ends of the plates are connected, and a molding cavity with an upper end opening is formed by the front panel, rear panel, left panel, right panel and lower panel. The tie rod is located outside the molding cavity, and the positioning rod is horizontally inserted into the range of the molding cavity In the positioning hole, the two ends of the positioning rod are respectively supported on the positioning holes of the front plate and the rear plate. The positioning rod is pierced with a reserved tube, and the reserved tube is located in the molding cavity. The left panel, the right panel and the lower panel Correspondingly, there is a steel bar fixing hole on the top.
进一步的,预留管为塑料圆管。Further, the reserved tube is a plastic round tube.
进一步的,左围板的左侧面靠于位于左侧竖排分布的拉杆上,右围板的右侧面靠于位于右侧竖排分布的拉杆上,下围板的下表面支撑于位于下端横排分布的拉杆上,Further, the left side of the left enclosure leans against the vertically distributed pull rods on the left side, the right side of the right enclosure leans against the vertically distributed pull rods located on the right side, and the lower surface of the lower enclosure is supported on the On the tie rods distributed horizontally at the lower end,
进一步的,预留管的中部通孔的直径为10mm~20mm。Further, the diameter of the through hole in the middle of the reserved pipe is 10mm-20mm.
进一步的,上下相邻的定位孔之间的间距和左右相邻的定位孔之间的间距均为100mm或150mm或200mm或300mm的倍数。Further, the spacing between the upper and lower adjacent positioning holes and the spacing between the left and right adjacent positioning holes are all multiples of 100mm, 150mm, 200mm, or 300mm.
进一步的,混凝土预制墙板为预制剪力墙、预制楼板、预制内墙板或预制外墙板。Further, the concrete prefabricated wall panel is a prefabricated shear wall, a prefabricated floor slab, a prefabricated inner wall panel or a prefabricated outer wall panel.
本发明的目的之二是提供用所述模板生产所述带孔的混凝土预制墙板的生产方法。The second object of the present invention is to provide a production method for producing the perforated concrete prefabricated wall panel by using the template.
本发明的这一目的通过如下技术方案来实现的:This purpose of the present invention is achieved through the following technical solutions:
用所述的模板生产所述带孔的混凝土预制墙板的生产方法,其特征在于:包括以下步骤:The method for producing the perforated concrete prefabricated wallboard with the template, is characterized in that it includes the following steps:
步骤一,按上述结构组装好模板,立于一水平面上,拧紧拉杆两端的锁紧头,使得左围板、右围板和下围板夹紧于前板和后板之间,在钢筋固定孔中插入钢筋,钢筋横向或竖向穿插于成型腔中;Step 1: Assemble the formwork according to the above structure, stand on a horizontal surface, tighten the locking heads at both ends of the tie rods, so that the left panel, right panel and lower panel are clamped between the front panel and the rear panel, fixed on the steel bars The steel bar is inserted into the hole, and the steel bar is inserted horizontally or vertically in the forming cavity;
步骤二,对前板、后板、左围板、右围板和下围板之间的接缝进行密封处理;Step 2, sealing the seams between the front panel, the rear panel, the left panel, the right panel and the lower panel;
步骤三,从上方往成型腔中浇注混凝土;Step 3, pouring concrete into the forming cavity from above;
步骤四,待混凝土硬化后,抽出定位杆,拧出锁紧头,拆卸下前板、后板、左围板、右围板和下围板,预留管留于成型的混凝土中。Step 4, after the concrete is hardened, pull out the positioning rod, unscrew the locking head, disassemble the lower front panel, rear panel, left panel, right panel and lower panel, and reserve the pipe in the formed concrete.
进一步的,步骤二中的密封处理的方式为打上胶水密封。Further, the way of sealing in step 2 is to seal with glue.
与现有技术相比,本发明具有以下有益效果:Compared with the prior art, the present invention has the following beneficial effects:
1、用本发明的模板生产混凝土预制墙板时,将预留管留于成型的混凝土预制墙板中,预留管的中间通孔作为了混凝土预制墙板的预留孔,在工程后期施工中,该预留孔可用于线管、水管、消防管、空调安装、幕墙以及保温层安装的锚固,避免了在施工过程中对预制墙板开孔造成墙板开裂的问题,提高了装配式建筑项目的进度和工程质量,提高了安全性,便于工程后期施工,提高了工作效率。1. When using the formwork of the present invention to produce concrete prefabricated wall panels, the reserved pipes are left in the formed concrete prefabricated wall panels, and the middle through holes of the reserved pipes are used as the reserved holes of the concrete prefabricated wall panels, which are constructed in the later stage of the project Among them, the reserved hole can be used for the anchorage of wire pipes, water pipes, fire pipes, air-conditioning installation, curtain wall and insulation layer installation, avoiding the problem of wall panel cracking caused by opening holes in prefabricated wall panels during the construction process, and improving the assembly style. The progress and quality of the construction project improve the safety, facilitate the later construction of the project, and improve the work efficiency.
2、本发明的模板为立于水平面上使用,浇筑时从上方往成型腔内浇注混凝土,为立式生产,占地面积小,提高了场地的周转利用率,加快了生产进度。且其为上方浇注混凝土后一次成型,保证了墙板表面的质量,避免了墙板分层开裂,可以不用振动台,提高了工作效率和工程质量。2. The formwork of the present invention is used standing on a horizontal surface. When pouring, concrete is poured into the forming cavity from above. It is a vertical production with a small footprint, which improves the turnover rate of the site and speeds up the production progress. Moreover, it is molded at one time after pouring concrete on the top, which ensures the quality of the surface of the wall panel, avoids layered cracking of the wall panel, eliminates the need for a vibrating table, and improves work efficiency and engineering quality.
附图说明Description of drawings
图1是本发明的生产用模板的主视示意图;Fig. 1 is the schematic front view of the template for production of the present invention;
图2是本发明的生产用模板的俯视示意图;Fig. 2 is a schematic top view of the template for production of the present invention;
图3是本发明的生产用模板的前板的主视示意图。Fig. 3 is a schematic front view of the front plate of the template for production of the present invention.
具体实施方式detailed description
如图1、图2和图3所示的一种带孔的混凝土预制墙板的生产用模板,其包括前板2、后板11、左围板9、右围板1、下围板7、若干个预留管10、若干个定位杆8、若干个拉杆5和若干个锁紧头6。A formwork for the production of a perforated concrete prefabricated wall panel as shown in Figure 1, Figure 2 and Figure 3, which includes a front panel 2, a rear panel 11, a left panel 9, a right panel 1, and a lower panel 7 , several reserved pipes 10, several positioning rods 8, several pull rods 5 and several locking heads 6.
前板2和后板11为大小相同的四方形平板,前板2和后板11一前一后对应立于一水平面上,该水平面可以直接为地面,前板和后板对应开有横向和竖向规整排列的定位孔3,上下相邻的定位孔3之间的间距和左右相邻的定位孔3之间的间距均为100mm或150mm或200mm或300mm的倍数。The front plate 2 and the back plate 11 are square flat plates of the same size. The front plate 2 and the back plate 11 stand on a horizontal plane one after the other. The horizontal plane can be the ground directly. The positioning holes 3 arranged vertically and regularly, the spacing between the upper and lower adjacent positioning holes 3 and the spacing between the left and right adjacent positioning holes 3 are all multiples of 100mm or 150mm or 200mm or 300mm.
位于左侧的一竖排定位孔、位于右侧的一竖排定位孔和位于下端的一横排定位孔上分布插有拉杆5,具体为哪排定位孔可以根据生产需要的混凝土预制墙板的形状确定。如图1所示,左侧有竖向排列的三条拉杆5,右侧有竖向排列的三条拉杆5,下端有横向排列的四条拉杆5,相邻两拉杆5之间均间隔了一个定位孔3。拉杆5的两端分别支撑于前板2和后板11的定位孔3上,且拉杆5的两端分别从前板2和后板11的外侧面突出,在拉杆5的两端设有连接螺纹,锁紧头6对应连接螺纹设有螺纹孔,在拉杆5的两端分别拧有锁紧头6。A row of vertical positioning holes on the left side, a vertical row of positioning holes on the right side and a horizontal row of positioning holes on the lower end are distributed with pull rods 5 inserted therein. The specific row of positioning holes can be determined according to the concrete prefabricated wall panels required for production. shape is determined. As shown in Figure 1, there are three pull rods 5 vertically arranged on the left side, three pull rods 5 vertically arranged on the right side, four pull rods 5 arranged horizontally at the lower end, and a positioning hole is spaced between two adjacent pull rods 5 3. The two ends of the pull rod 5 are respectively supported on the positioning holes 3 of the front plate 2 and the rear plate 11, and the two ends of the pull rod 5 respectively protrude from the outer sides of the front plate 2 and the rear plate 11, and the two ends of the pull rod 5 are provided with connecting threads , the locking head 6 is provided with a threaded hole corresponding to the connecting thread, and the two ends of the pull rod 5 are screwed with the locking head 6 respectively.
左围板9、右围板1和下围板7均夹紧于前板2和后板11之间,通过调节锁紧头6调节夹紧力,且左围板9、右围板1和下围板7与前板2和后板11垂直,下围板的左右两端边分别于左围板的下端边和右围板的下端边相接,由前板、后板、左围板、右围板和下围板围成了一个上端开口的成型腔12,拉杆5位于成型腔12外,拉杆5靠近围板。左围板9、右围板1和下围板7上对应开有钢筋固定孔,左围板9和右围板1的钢筋固定孔左右对应。左围板、右围板和下围板还有另为一种安装方式为:将左围板9的左侧面靠于位于左侧竖排分布的拉杆上,右围板1的右侧面靠于位于右侧竖排分布的拉杆上,下围板7的下表面支撑于位于下端横排分布的拉杆上。The left panel 9, the right panel 1 and the lower panel 7 are all clamped between the front panel 2 and the rear panel 11, and the clamping force is adjusted by adjusting the locking head 6, and the left panel 9, the right panel 1 and the The lower panel 7 is perpendicular to the front panel 2 and the rear panel 11, and the left and right ends of the lower panel are respectively connected to the lower edge of the left panel and the lower edge of the right panel. 1. The right panel and the lower panel surround a forming cavity 12 with an upper end opening, and the pull rod 5 is located outside the forming cavity 12, and the pull bar 5 is close to the panel. Left side board 9, right side board 1 and lower side board 7 correspondingly have reinforcing bar fixing holes, left side board 9 and the reinforcement fixing hole of right side board 1 correspond left and right. There is another installation method for the left enclosure, the right enclosure and the lower enclosure: the left side of the left enclosure 9 leans against the pull rods located in the vertical row on the left, and the right side of the right enclosure 1 Leaning on the pull rods distributed vertically on the right side, the lower surface of the lower wall 7 is supported on the pull rods distributed horizontally at the lower end.
定位杆8水平插于成型腔范围内的定位孔3中,具体需要插多少根定位杆,在哪个位置插,可以根据实际需要来确定,定位杆8两端分别支撑于前板2和后板11的定位孔上,定位杆8上穿有预留管10,预留管10位于成型腔12内,预留管10为塑料圆管,预留管也可以为金属管、木管等等。预留管10的中部通孔的直径为10mm~20mm,The positioning rod 8 is horizontally inserted into the positioning hole 3 within the range of the molding cavity. How many positioning rods need to be inserted and where to insert them can be determined according to actual needs. The two ends of the positioning rod 8 are respectively supported on the front plate 2 and the rear plate. On the positioning hole of 11, the positioning rod 8 is worn with a reserved tube 10, the reserved tube 10 is located in the molding cavity 12, the reserved tube 10 is a plastic tube, and the reserved tube can also be a metal pipe, a wooden tube or the like. The diameter of the through hole in the middle part of the reserved pipe 10 is 10mm-20mm,
用所述的模板生产带孔的混凝土预制墙板的生产方法,包括以下步骤:The production method of the concrete prefabricated wallboard with the described formwork production band comprises the following steps:
步骤一,按上述结构组装好所述模板,立于一水平面上,拧紧拉杆5两端的锁紧头6,使得左围板9、右围板1和下围板7夹紧于前板和后板之间,在钢筋固定孔中插入钢筋4,钢筋4横向或竖向穿插于成型腔12中,如图1所示,横向插入的钢筋4的左右两端分别支撑于左围板和右围板的钢筋固定孔上,竖向的钢筋的下端插于下围板的钢筋固定孔中,在浇筑时摆动调节竖向的钢筋的上端使得钢筋竖直即可;Step 1: Assemble the template according to the above structure, stand on a horizontal surface, tighten the locking heads 6 at both ends of the tie rod 5, so that the left panel 9, the right panel 1 and the lower panel 7 are clamped to the front panel and the rear panel Between the plates, insert steel bars 4 into the steel bar fixing holes, and the steel bars 4 are inserted horizontally or vertically into the forming cavity 12, as shown in Figure 1, the left and right ends of the horizontally inserted steel bars 4 are respectively supported on the left wall and the right wall On the steel bar fixing hole of the slab, the lower end of the vertical steel bar is inserted into the steel bar fixing hole of the lower coaming, and the upper end of the vertical steel bar is adjusted by swinging during pouring to make the steel bar vertical;
步骤二,对前板、后板、左围板、右围板和下围板之间的接缝进行密封处理,密封处理的方式为打上胶水密封;Step 2, sealing the seams between the front panel, the rear panel, the left panel, the right panel and the lower panel by applying glue to seal;
步骤三,从上方往成型腔中浇注混凝土;Step 3, pouring concrete into the forming cavity from above;
步骤四,待混凝土硬化后,抽出定位杆8,拧出锁紧头6,拆卸下前板、后板、左围板、右围板和下围板,预留管10留于成型的混凝土中。Step 4, after the concrete is hardened, pull out the positioning rod 8, unscrew the locking head 6, remove the lower front panel, rear panel, left panel, right panel and lower panel, and reserve the pipe 10 in the formed concrete .
由上述方法可知,用本发明的模板生产混凝土预制墙板为一次成型,保证了墙板表面的质量,避免了墙板分层开裂。本发明生产的带孔的混凝土预制墙板可用作预制剪力墙板、预制楼板、预制内墙板、预制外墙板,混凝土预制墙板上的最后未使用的孔在后期进行封堵或填充即可。It can be known from the above method that the concrete prefabricated wallboard produced by the formwork of the present invention is one-time molding, which ensures the quality of the wallboard surface and avoids the layered cracking of the wallboard. The concrete prefabricated wallboard with holes produced by the present invention can be used as prefabricated shear wallboard, prefabricated floor slab, prefabricated inner wallboard, prefabricated outer wallboard, and the last unused hole on the concrete prefabricated wallboard is sealed or Just fill it.
本发明的上述实施例并不是对本发明保护范围的限定,本发明的实施方式不限于此,凡此种种根据本发明的上述内容,按照本领域的普通技术知识和惯用手段,在不脱离本发明上述基本技术思想前提下,对本发明上述结构做出的其它多种形式的修改、替换或变更,均应落在本发明的保护范围之内。The above-mentioned embodiments of the present invention do not limit the protection scope of the present invention. Under the premise of the above-mentioned basic technical ideas, other modifications, replacements or changes made to the above-mentioned structures of the present invention in various forms shall fall within the protection scope of the present invention.
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CN111593912A (en) * | 2020-05-21 | 2020-08-28 | 广州市第四装修有限公司 | Air conditioner room and prefabricated installation method of pipe sections of air conditioner room |
CN112177169A (en) * | 2020-10-30 | 2021-01-05 | 安徽三建工程有限公司 | A kind of fixed reaction wall loading hole module rod device and its construction method |
CN112227598A (en) * | 2020-08-24 | 2021-01-15 | 江苏东尚住宅工业有限公司 | Prefabricated slab with built-in cavity and manufacturing method |
CN115256630A (en) * | 2022-08-18 | 2022-11-01 | 广水市水利建筑安装有限责任公司 | Water purification plant water distribution tracery wall construction equipment and construction method thereof |
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CN112227598A (en) * | 2020-08-24 | 2021-01-15 | 江苏东尚住宅工业有限公司 | Prefabricated slab with built-in cavity and manufacturing method |
CN112177169A (en) * | 2020-10-30 | 2021-01-05 | 安徽三建工程有限公司 | A kind of fixed reaction wall loading hole module rod device and its construction method |
CN115256630A (en) * | 2022-08-18 | 2022-11-01 | 广水市水利建筑安装有限责任公司 | Water purification plant water distribution tracery wall construction equipment and construction method thereof |
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