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CN1309220A - The beam frame of wall formwork and column formwork can be combined quickly - Google Patents

The beam frame of wall formwork and column formwork can be combined quickly Download PDF

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Publication number
CN1309220A
CN1309220A CN 00100886 CN00100886A CN1309220A CN 1309220 A CN1309220 A CN 1309220A CN 00100886 CN00100886 CN 00100886 CN 00100886 A CN00100886 A CN 00100886A CN 1309220 A CN1309220 A CN 1309220A
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template
formwork
frame
mould
wall
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谢明辉
谢瑞莲
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Abstract

本发明涉及一种可快速组合的墙模及柱模束框,模板设有相互卡合的挡块,模板间以连结件连结;立柱模板束框的顶持器在框架的承接座上,对组端设有插掣部,另端设有穿绳部;调整顶持器组装在框架的承接座上;拉持组件的螺杆杆端连接框持件,螺杆另端设有定位架,横跨放置在调整顶持器的开口;缆绳穿绕束框以束绳设备螺紧。它可快速组合、可自动对位的组合免钉定,其柱体模板拆装简单快速,并能确实压持模板,使柱体的整体平直。

The present invention relates to a wall form and column form bundle frame that can be quickly assembled. The formwork is provided with mutually engaging stoppers, and the formworks are connected by connecting pieces. The top holder of the column form bundle frame is on the receiving seat of the frame, and the pair end is provided with a plug-in part, and the other end is provided with a rope threading part. The adjusting top holder is assembled on the receiving seat of the frame. The screw rod end of the holding assembly is connected to the frame holder, and the other end of the screw rod is provided with a positioning frame, which is placed across the opening of the adjusting top holder. The cable is passed through the bundle frame and tightened with a rope binding device. It can be quickly assembled and automatically aligned without nailing. Its column formwork is simple and fast to disassemble and assemble, and can firmly press the formwork to make the whole column straight.

Description

可快速组合墙模及柱模的束框The beam frame of wall formwork and column formwork can be combined quickly

本发明涉及可快速组合墙模及柱模的束框。The invention relates to a beam frame capable of quickly combining wall molds and column molds.

目前建筑施工中,在进行混凝土灌浆作业前所搭建使用的模板墙,其所用的模板一般为单纯平板,而现有建筑模板墙在施工作业上完成架设步骤后,为避免模板墙倾倒,当将模板摆置于支撑条上后,必须再进行组装装钉步骤以将相邻的模板在相接处用钉子连接固定,才可再进行后续的定位、灌浆及拆模步骤来完成混凝土墙的制作,同时,由于先前的组接装钉步骤,使拆模步骤需增加从模板上拔除钉子的作业。At present, in building construction, the formwork wall used before the concrete grouting operation is generally a simple flat plate, and after the existing building formwork wall completes the erection steps in the construction work, in order to avoid the formwork wall from toppling over, when the After the formwork is placed on the support bar, the steps of assembling and nailing must be carried out to connect and fix the adjacent formwork with nails at the joints, and then the subsequent steps of positioning, grouting and formwork removal can be carried out to complete the production of the concrete wall , Simultaneously, due to the previous assembling and nailing steps, the demoulding step needs to increase the work of pulling out nails from the formwork.

因此施工上需将两相邻的模板在其相接的侧缘处用钉子连接固定,同时还需进行校准定位,以确保模板墙的平整,进行下一模板架设时,同样需要用钉子连接固定与校准作业,由于这些模板的内、外侧面在架设时并无固定装置,不受任何约束,仅用钉子固定,稍有不慎即十分容易造成倾斜或移位,因此使复杂的校准定位工作很难进行,需经验丰富的专业技术人员操作;而且,日后拆模时亦需一一拔除该模板上的钉子,由于拔钉作业繁琐且不容易施工,因此利用工具将紧固于模板上的钉子拔除时,十分容易造成模板的损坏,导致模板的耗损,增加了钉子材料与模板材料的耗费。Therefore, during construction, it is necessary to connect and fix two adjacent formworks with nails at the side edges where they meet. At the same time, calibration and positioning are required to ensure the flatness of the formwork wall. When the next formwork is erected, it is also necessary to connect and fix it with nails. And calibration work, since the inner and outer sides of these formworks have no fixing devices when erecting, they are not subject to any constraints, they are only fixed with nails, and a little carelessness can easily cause tilting or displacement, so the complicated calibration and positioning work It is difficult to carry out and requires experienced professional and technical personnel to operate; moreover, it is necessary to pull out the nails on the formwork one by one when removing the formwork in the future. Because the nail pulling operation is cumbersome and not easy to construct, it is necessary to use tools to fasten the nails on the formwork. When nails are pulled out, it is very easy to cause damage to the formwork, resulting in wear and tear of the formwork, increasing the consumption of nail materials and formwork materials.

同样,一般在搭建柱体配模作业中,亦需由常见的模板依柱体外形,预先围出一既定的空间,为使柱模稳固,以抗混凝土的冲力,施工时常在两两对向模板之间设有许多对称的固定栓,该固定栓杆的两端均设有螺纹,利用螺母与之配合对模板进行压制定位。采用这种方式虽可固定模板避免偏移,但是对向穿设的固定栓,为了有效地固定模板必需设置相对对等的数量,如此一来,当混凝土干固后将模板拆下时,该固定栓亦固定在水泥柱中,且两端凸出有相当的长度,使柱体上形成许多凸柱,所以,施工时通常必须用锯断或熔断的方式将凸出部份去除,磨平使之与柱面平整后再作表面装饰,而这一工程浩大,施工既麻烦又费时,还会造成施工时模板损毁而不能再利用,造成材料的浪费及增加人力成本,并且穿过柱体密集设置的固定栓容易对柱体内预留的管路造成破坏,导致日后无法使用预留管路。Similarly, in general, in the construction of column formwork, it is also necessary to pre-enclose a predetermined space with common formwork according to the shape of the column. In order to stabilize the column formwork and resist the impact of concrete, the construction is often carried out in pairs. Many symmetrical fixing bolts are arranged between the templates, and both ends of the fixing bolt rods are provided with threads, and nuts are used to cooperate with them to press and position the templates. Although this method can be used to fix the formwork to avoid offset, but in order to effectively fix the formwork, it is necessary to set a relatively equal number of fixing bolts penetrating in opposite directions. In this way, when the formwork is removed after the concrete is dry, the The fixing bolt is also fixed in the cement column, and both ends protrude to a considerable length, so that many convex columns are formed on the column. Therefore, during construction, the protruding part must usually be removed by sawing or fusing, and smoothed. Make it flat with the cylinder before decorating the surface, but this project is huge, the construction is cumbersome and time-consuming, and it will cause the formwork to be damaged during construction and cannot be reused, resulting in waste of materials and increased labor costs. The densely arranged fixing bolts are easy to cause damage to the reserved pipelines in the column, making the reserved pipelines unusable in the future.

本发明的主要目的是提供一种可快速组合、方便拆模,组合免钉定模板、拆模免拔钉,而且组装模板时可自动对位的模板。The main purpose of the present invention is to provide a formwork that can be assembled quickly, is convenient for formwork removal, and can be assembled without nailing the formwork, removed from the formwork without pulling out nails, and can be automatically aligned when the formwork is assembled.

本发明的另一主要目的是提供一种对柱体模板具有有效的压持作用,且结构的架设拆装、组合不仅简单快速且方便容易,并能确实压持模板,使形成的柱体的整体平直且立面平整的柱模束框。Another main purpose of the present invention is to provide an effective pressing effect on the column formwork, and the erection, disassembly, and assembly of the structure are not only simple, fast, convenient and easy, but also can reliably press the formwork, so that the formed column can A column formwork frame that is straight as a whole and has a flat facade.

本发明的又一主要目的是提供一种组成构件在制造、组装及使用上不仅快速稳固,且方便收置、搬运,节省仓储空间及制作成本的一种可快速组合的墙模及柱模束框。Another main purpose of the present invention is to provide a wall formwork and column formwork bundle that can be combined quickly, which is not only fast and stable in manufacture, assembly and use, but also convenient for storage and transportation, saving storage space and production cost. frame.

本发明的目的是这样实现的:一种可快速组合的墙模及柱模束框,包括具有灌浆空间的两侧模板墙和立柱模板束框,模板墙由数个模板组合而成,多数模板设有若干个凸出于模板侧边的挡块,在间隔模板之间以连结件连结;The purpose of the present invention is achieved in this way: a wall formwork and column formwork beam frame that can be combined quickly, including formwork walls on both sides and column formwork beam frames with grouting space, the formwork wall is composed of several formworks, most formwork There are several stoppers protruding from the side of the formwork, and the spacer formworks are connected by connecting pieces;

立柱模板束框包括若干框架,框架上设有承接座;The beam frame of the column formwork includes several frames, and the frames are provided with sockets;

若干顶持器,组装在框架的承接座上,其对组端设有插掣部,另一端设有穿绳部,上、下方设有若干对称的穿孔;A number of jacking devices are assembled on the receiving seat of the frame, and the opposite end is provided with a plugging part, the other end is provided with a rope part, and several symmetrical perforations are provided on the upper and lower parts;

一调整顶持器,组装在其中一框架的承接座上,其对组端设有插掣部,另一端为穿绳部,上下方设有贯通的调整孔;An adjustment jacking device, which is assembled on the receiving seat of one of the frames, the opposite end of which is provided with a plugging part, the other end is a threading part, and the upper and lower parts are provided with through adjustment holes;

一拉持组件,设于调整顶持器前端,其上设有一螺杆,杆端连接框持件并通过调整插杆穿入调整孔连接,螺杆另一端设有定位架,该定位架横跨放置在调整顶持器的开口端,在外侧通过一调整螺母与螺杆螺合;A pulling component is set at the front end of the adjusting jack holder, on which there is a screw rod, the rod end is connected to the frame holder and passed through the adjustment hole through the adjusting insertion rod to connect, the other end of the screw rod is provided with a positioning frame, and the positioning frame is placed across the At the opening end of the adjustment holder, an adjustment nut is screwed with the screw on the outside;

一缆绳,穿绕前述束框并以束绳设备螺紧。A cable is threaded around the aforementioned harness frame and screwed tightly with the harness device.

如此,模板墙可不需钉定固定件便可迅速将模板排列组合成模板墙,且两两模板紧密并列抵靠,而可使模板墙面更为平整;又当墙模与立柱接合时,通过框架框围立柱及缆绳穿绕后受束绳设备紧束,通过转动拉持组件的调整螺母,使螺杆末端的框持件拉动缆绳,便可束紧框架而对柱模产生压持作用,以防灌浆混凝土的冲力冲击柱模移位、柱体变形,另外整体结构拆组快速、方便,可有效节省人力、工时及制造成本。In this way, the formwork wall can be quickly arranged and combined into a formwork wall without nailing the fixing parts, and the two formworks are closely side by side, so that the formwork wall surface can be smoother; and when the wall formwork is connected with the column, through The frame around the column and the cables are tightened by the rope equipment after being threaded around. By turning the adjusting nut of the pulling assembly, the frame holder at the end of the screw pulls the cables, and the frame can be tightened to produce a pressing effect on the column mold, so as to The impact of the anti-grouting concrete will displace the column formwork and deform the column. In addition, the disassembly of the overall structure is fast and convenient, which can effectively save manpower, working hours and manufacturing costs.

其中模板墙架设于基座上,基座上设有若干可调整水平位置的调整座,调整座上架设支撑横木,通过调整座调整支撑横木的水平位置,支撑横木上方设有一条沟槽,沟槽的一侧设有斜面,沟槽内设有若干并排的模板组成模板墙。The formwork wall is erected on the base, and the base is provided with a number of adjustment seats that can adjust the horizontal position. The support crossbar is set up on the adjustment seat, and the horizontal position of the support crossbar is adjusted through the adjustment seat. There is a groove above the support crossbar. A slope is provided on one side of the groove, and a plurality of side-by-side formworks are arranged in the groove to form a formwork wall.

模板可以为整片厚片模板,或为一侧设有角木撑条的板面,或为若干实心木片连接而成,或为金属模板,其中在每一模板上设有若干挡块,挡块向模板二侧横向凸伸,在模板的靠侧边处设有勾扣件,通过连结件两端的勾合端勾扣间隔模板上的勾扣件,模板与模板之间相互贴靠抵紧。The formwork can be a whole piece of thick sheet formwork, or a board surface with angled wooden braces on one side, or a number of solid wood pieces connected, or a metal formwork, in which there are several stoppers on each formwork. The block protrudes laterally to both sides of the formwork, and hook fasteners are provided on the side of the formwork, and the hook fasteners on the interval formwork are hooked through the hook ends at both ends of the connector, and the formwork and the formwork are close to each other. .

模板墙逐一并排架设,模板压条设置在二模板墙外侧板面上,其可由C型钢构成,连接杆穿设于模板压条上的贯孔,模板墙内侧壁对向间设有挡钉挡持,每一连接杆两端的插孔中插入插掣件固定,该插掣件的上方设有可受模板压条背板端边卡挡定位的卡挡块。The formwork walls are erected side by side one by one, and the formwork bead is arranged on the outer surface of the second formwork wall, which can be made of C-shaped steel. The jacks at both ends of each connecting rod are inserted into the sockets for fixing, and the top of the sockets is provided with a locking block that can be positioned by the end edge of the formwork bead backboard.

模板在横向设置的挡块二端缘形成一嵌合部,相邻模板对接的挡块通过嵌合部互相搭接嵌合。Two end edges of the stoppers arranged in the lateral direction of the template form a fitting part, and the butt-joint stoppers of adjacent templates overlap and fit each other through the fitting part.

模板的挡块呈分离状设置于模板的二端缘上,且挡块与相邻的另一模板上的挡块呈上下交错设置,二相邻上下设置的挡块可相互抵挡固定模板。The stoppers of the formwork are separately arranged on the two end edges of the formwork, and the stoppers and the stoppers on the other adjacent formwork are vertically staggered, and the two adjacent stoppers arranged up and down can resist each other to fix the formwork.

模板的挡块呈可转动式的条块状,设于模板的靠侧边,当两两模板并排时,挡块转为水平状,挡块跨架于相邻的模板上挡持两模板并定位。The stopper of the formwork is in the shape of a rotatable block, which is set on the side of the formwork. When two formworks are side by side, the stopper turns into a horizontal shape, and the stopper straddles the adjacent formwork to hold the two formworks together. position.

模板的挡块呈可横向滑移的栓杆型式。The stopper of the formwork is in the form of a bolt that can slide laterally.

顶持器的穿绳部两侧设有缺口。There are notches on both sides of the rope-threading part of the top holder.

顶持器上设有供插杆穿入的对称设置的穿孔及调整孔。The top holder is provided with symmetrically arranged perforations and adjustment holes for the insertion rod to penetrate.

缆绳通过束绳设备固定,缆绳为硬质钢索,环绕于框架外围,其一端为线套,另一端为穿套端,套绳件一端设有勾扣部勾扣缆绳的线套,另一端设有供缆绳的穿套端穿绕的穿绳孔,供缆绳的穿套端穿绕并束紧固定的束绳装置,设有两端具有螺纹部的U型杆束绳件,套合件与束绳件相对组合,其对应束绳件的两螺纹部杆端设有穿孔,套合件设有可对缆绳具有卡持束紧作用的止滑卡齿的凹槽,束绳件穿过套合件的穿孔,其螺纹部与迫合件相螺合。The cable is fixed by rope-tying equipment. The cable is a hard steel cable that surrounds the periphery of the frame. One end is a wire sleeve, and the other end is a sleeve end. It is equipped with a rope hole for the sheathed end of the cable to be threaded around, a rope device for the sheathed end of the cable to be threaded around and tightened, and a U-shaped rod with threaded parts at both ends. Combined with the rope part, the rod ends of the two threaded parts corresponding to the rope part are provided with perforations. The threaded part of the perforation of the fitting part is screwed with the pressing part.

顶持器与承接座呈外径相应的圆管状,其后段接设一小外径呈插杆状的插掣部,其前方设有圆筒状的穿绳部,两侧开设长形缺口,上下方设有对称贯通的插孔。The top holder and the receiving seat are in the shape of a round tube with a corresponding outer diameter, and a small rod-shaped insertion part with a small outer diameter is connected to the rear section, and a cylindrical rope-threading part is provided in the front, and elongated notches are opened on both sides , There are symmetrical through jacks on the upper and lower sides.

其中立柱与模板墙接连,壁面模板与柱模模板的空隙间铺设有一连接板,该连接板板面设有若干方形的穿孔,一套筒,对应设于连接板的穿孔处,该套筒内呈方型的通道与连接板的穿孔对称,供框架的型钢穿过。The column is connected to the formwork wall, and a connection plate is laid between the wall formwork and the column formwork. The surface of the connection plate is provided with a number of square perforations, and a sleeve is correspondingly arranged at the perforation of the connection plate. The channel in square shape is symmetrical to the perforation of the connection plate, for the section steel of the frame to pass through.

其中立柱与模板墙接连,立柱模板及框架由夹持装置夹持固定。Wherein the column is connected with the template wall, and the column formwork and the frame are clamped and fixed by the clamping device.

其中立柱与模板墙接连,立柱的框架及模板墙外侧的模板压条呈对应型态,二型钢间通过拉持装置相互抵靠。The column is connected to the formwork wall, the frame of the column and the formwork bead on the outside of the formwork wall are in a corresponding form, and the two steel sections are against each other through a pulling device.

其中拉持装置横跨连接于墙面模板外侧的模板压条及立柱的框架间,其设有一呈V型的固设于模板压条贯孔内的补强板,其板面上开设有型的扣槽,螺杆状的拉持杆,其一端螺组一卡扣件,扣组于补强板的扣槽内,其另一端穿过框架与一挡片螺合固定。The pulling device spans between the formwork bead and the frame of the column connected to the outside of the wall formwork, and it is provided with a V-shaped reinforcing plate fixed in the through hole of the formwork bead, and a -shaped reinforcement plate is provided on the plate surface. The buckle groove is a screw-shaped pulling rod, one end of which is screwed into a buckle, and the buckle is assembled in the buckle groove of the reinforcing plate, and the other end of it passes through the frame and is screwed and fixed with a blocking piece.

本发明具有下列的优点及功效:The present invention has following advantage and effect:

一.本发明的构件组装快速、方便。one. The components of the invention are assembled quickly and conveniently.

二.顶持器拆卸、组装容易,同时可有效地节省人力及材料。two. The top holder is easy to disassemble and assemble, and can effectively save manpower and materials.

三.顶持器可与缆绳挂接,方便工件的管理和收存,搬运便利,再次使用时,可快速对正定位固接,使施工进行得更顺畅。three. The jacking device can be hooked with the cable, which is convenient for the management and storage of the workpiece, and the transportation is convenient. When it is used again, it can be quickly aligned and fixed, so that the construction can be carried out more smoothly.

四.结构施工容易,不需特别技术,省去专业人才高成本的支出。Four. The structural construction is easy, no special technology is required, and the high-cost expenditure of professionals is saved.

五.夹持装置让墙柱交接的框架架设快速、稳固,且拆卸组装容易、便捷。five. The clamping device makes the erection of the frame where the wall studs meet is fast and stable, and the disassembly and assembly are easy and convenient.

六.拉持装置将墙、柱模有效地拉紧,使柱体与墙面结构整体构成更平整、直立。six. The pulling device effectively tightens the wall and column formwork, making the overall structure of the column body and the wall surface more flat and upright.

七.墙面模板且合施工快速,省时省力。seven. The wall formwork is suitable for fast construction, saving time and effort.

八.通过调整座调整同一水平,使模板搭组免校正对位,免钉子固定、组装,拆卸更方便。eight. Adjust the same level through the adjustment seat, so that the formwork can be assembled without correction, alignment, nail-free fixing, assembly, and disassembly more convenient.

九.模板可多次重复使用,减少损毁率,降低制造成本。Nine. The template can be reused many times, reducing the damage rate and reducing the manufacturing cost.

十.墙面通过连接杆穿设,不仅固定装置组合快速稳固,且插掣件具有卡挡块卡挡,可防止灌注混凝土冲撞震动连接杆旋转时松脱。ten. The wall is pierced through the connecting rod, not only the combination of the fixing device is fast and stable, but also the plug-in part has a locking block, which can prevent the poured concrete from colliding and vibrating, and the connecting rod will not loosen when it rotates.

十一.整体构成的柱模束紧装置有效压持柱模,使柱体与墙面结构整体构成更平整、直立。eleven. The column formwork tightening device formed as a whole can effectively press the column formwork, so that the overall structure of the column body and the wall surface is more flat and upright.

十二.墙面与立柱交接时,通过拉持装置拉持使二结构系统有效联结拉持形成一体,使灌浆进行顺畅,方便日后管路施工,且结构系统具有整体性,增加结构强度。twelve. When the wall surface and the column are handed over, the two structural systems are effectively connected and pulled into one body through the pulling device, so that the grouting can be carried out smoothly, which is convenient for future pipeline construction, and the structural system is integrated to increase the structural strength.

下面结合附图和具体实施例对本发明作进一步详细说明。The present invention will be described in further detail below in conjunction with the accompanying drawings and specific embodiments.

图1为本发明模板墙的结构示意图。Fig. 1 is a structural schematic diagram of the formwork wall of the present invention.

图2为本发明模板的构造一。Fig. 2 is the structure one of the template of the present invention.

图3为本发明模板的构造二。Fig. 3 is the second structure of the template of the present invention.

图4为本发明模板墙组合平面示意图。Fig. 4 is a schematic plan view of the combination of the formwork wall of the present invention.

图5为本发明连结件的结构示意图。Fig. 5 is a structural schematic diagram of the connecting piece of the present invention.

图6为本发明模板的构造三。Fig. 6 is the third structure of the template of the present invention.

图7为本发明模板的构造四。Fig. 7 is the fourth structure of the template of the present invention.

图8为本发明模板的构造五。Fig. 8 is the structure five of the template of the present invention.

图9为本发明模板的构造六。Fig. 9 is the sixth structure of the template of the present invention.

图10为本发明图9的挡块的结构图。Fig. 10 is a structural diagram of the block shown in Fig. 9 of the present invention.

图11为本发明立柱束框的结构图。Fig. 11 is a structural diagram of the column beam frame of the present invention.

图12为本发明立柱束框顶持器的结构图一。Fig. 12 is a first structural diagram of the column beam frame jacking device of the present invention.

图13为本发明立柱束框另一框架的结构示意图。Fig. 13 is a structural schematic diagram of another frame of the column beam frame of the present invention.

图14为本发明立柱束框调整顶持器及拉持组件的立体分解图。Fig. 14 is a three-dimensional exploded view of the column beam frame adjustment jacking device and the pulling assembly of the present invention.

图15为本发明图14的立体组合示意图。Fig. 15 is a schematic perspective view of the combination of Fig. 14 in the present invention.

图16为本发明图15的侧面剖视示意图。Fig. 16 is a schematic side sectional view of Fig. 15 of the present invention.

图17为本发明图15束绳设备组构件的参考图。Fig. 17 is a reference view of the components of the rope-drawing device set in Fig. 15 of the present invention.

图18为本发明图15束绳设备组构件的分解图。Fig. 18 is an exploded view of the components of the rope-drawing device set in Fig. 15 of the present invention.

图19为本发明图15另一实施例的顶持器的结构示意图二。Fig. 19 is a second structural schematic diagram of the jacking device in Fig. 15 according to another embodiment of the present invention.

图20为本发明图14、图15顶持器收组状态的参考图。Fig. 20 is a reference diagram of the retracted state of the holding device shown in Fig. 14 and Fig. 15 of the present invention.

图21为本发明图15另一实施例承接座及顶持器的结构状态参考图三。Fig. 21 shows the structural state of the receiving seat and the holding device in another embodiment of Fig. 15 of the present invention. Refer to Fig. 3.

图22为本发明立柱束框的木框条与立柱模板搭组的状态参考图。Fig. 22 is a reference diagram of the state of combining the wooden frame bar of the column beam frame and the column formwork of the present invention.

图23为本发明立柱与墙面模连接时的束框结构及其组装状态参考图。Fig. 23 is a reference diagram of the beam frame structure and its assembly state when the column and the wall formwork of the present invention are connected.

图24为本发明连接板及套筒的构造示意图。Fig. 24 is a schematic diagram of the structure of the connecting plate and the sleeve of the present invention.

图25为本发明墙、柱连接处的拉持装置的构造参考图。Fig. 25 is a structural reference diagram of the pulling device at the connection between the wall and the column of the present invention.

图26为本发明墙、柱连接的另一实施例状态参考图。Fig. 26 is a state reference diagram of another embodiment of the wall-column connection of the present invention.

如图1至图4所示,固定在地面的基座A1上设有若干调整座A10,调整座A10上设有支撑横木A11,并通过调整座A10可调整支撑横木A11达到水平,在该支撑横木A11上方设有一条沟槽A12,沟槽A12一侧设有斜面A13,通过沟槽A12及斜面A13使墙面模板10可快速插入组成模板墙;模板墙是由多个设置于基座A1上的模板10依次排列而成,模板10的构造可以是整片厚片模板(如图3所示),或是一侧设有角木撑条100的板面(如图2、4、5所示),或是几片实心木片连接而成的,也可以是金属模板,其中每一模板10上设有若干挡块101,挡块101向模板10二侧横向凸伸,另外在模板10靠侧边适当处设有勾扣件P11,使连结件P两端的勾合端P10勾扣间隔的模板10上的勾扣件P11(如图5所示),这样模板10通过连结件P相连结,连结件P是类似具有弹性的皮带,以使模板10相互贴靠抵紧。As shown in Figures 1 to 4, a number of adjustment seats A10 are provided on the base A1 fixed on the ground, and the support crossbar A11 is provided on the adjustment seat A10, and the support crossbar A11 can be adjusted to reach the level through the adjustment seat A10. There is a groove A12 above the crossbar A11, and an inclined surface A13 is arranged on one side of the groove A12. Through the groove A12 and the inclined surface A13, the wall formwork 10 can be quickly inserted to form a formwork wall; the formwork wall is formed by multiple The templates 10 on the top are arranged in sequence, and the structure of the template 10 can be a whole piece of thick sheet template (as shown in Figure 3), or a board surface with angle wooden stays 100 on one side (as shown in Figures 2, 4, 5 shown), or several pieces of solid wood connected together, it can also be a metal formwork, wherein each formwork 10 is provided with a number of stoppers 101, and the stoppers 101 protrude laterally to the two sides of the formwork 10, and in addition, on the formwork 10 A hook fastener P11 is provided at an appropriate place on the side, so that the hook ends P10 at both ends of the connector P hook the hook fastener P11 on the template 10 at the interval (as shown in Figure 5), so that the template 10 is connected to each other through the connector P. Connecting, the connecting part P is similar to an elastic belt, so that the templates 10 are close to each other.

当组装架设模板排列时,首先调整基座A1的调整座A10,使其上架设的支撑横木A11呈水平状态;之后,逐一将模板10排列并置放于水平基座A1上,使得模板10在架设时可利用相邻模板10上的挡块101,相互挡止,使其互为挡持、牵制不易倾倒,另外,当组装了两三片模板10后,用连结件P勾扣连接,连结件P使模板10可相互贴靠抵紧,并使二相邻的模板10紧密贴合,而不需用钉子固定连接,同时增加模板10架设的稳定性(如图1、4、5所示);当模板10逐一并列架设完成后,将模板压条A14设置于由上述形成的二模板墙的外侧板面上,其可由C型钢构成,同时,将连接杆A15穿设于模板压条A14上的贯孔A141,并贯穿两相对的模板墙,另外于模板墙内侧壁对向间设有挡钉A17挡持,使得连接杆A15两端能分别凸出于模板压条A14外适当长度,然后再于每一连接杆A15两端设有长形的插孔A150,伸出于横板压条A14背板的贯孔A141外,供插掣件A18插入组合固定,且于插掣件A18的上方一端凸设卡挡块A180,恰可受模板压条A14的背板端边卡挡定位,避免脱落,并同时向内压紧压条A14,进而使得压条A14定位压持于模板10上,通过挡钉A17挡持墙面间两侧模板墙面(如图1所示);如此,便能快速、容易地构成二相对的模板墙,并可于该二模板墙间进行灌浆。When assembling and erecting the formwork arrangement, firstly adjust the adjustment seat A10 of the base A1 so that the supporting bar A11 erected on it is in a horizontal state; after that, arrange the formwork 10 one by one and place them on the horizontal base A1 so that the formwork 10 is placed on the horizontal base A1. When erecting, the block 101 on the adjacent formwork 10 can be used to block each other, so that it is mutually blocked and restrained so that it is not easy to topple over. In addition, after two or three formworks 10 are assembled, they can be connected with the connecting piece P hook buckle to connect Part P enables the formwork 10 to lean against each other, and makes two adjacent formworks 10 closely fit without using nails to fix the connection, while increasing the stability of the formwork 10 erection (as shown in Figures 1, 4, and 5 ); after the templates 10 have been erected side by side one by one, the formwork bead A14 is arranged on the outer plate surface of the two formwork walls formed above, which can be made of C-shaped steel, and at the same time, the connecting rod A15 is passed through the formwork bead A14 The through hole A141 runs through two opposite formwork walls. In addition, stop nails A17 are set between the inner walls of the formwork walls to hold them, so that the two ends of the connecting rod A15 can protrude from the outside of the formwork bead A14 by an appropriate length, and then The two ends of each connecting rod A15 are provided with elongated jacks A150, protruding from the through hole A141 of the back plate of the horizontal plate A14, for inserting and fixing the plugging piece A18, and protruding at one end above the plugging piece A18. Set up the stopper A180, which can be positioned by the end edge of the back plate of the formwork bead A14 to avoid falling off, and at the same time press the bead A14 inwardly, so that the bead A14 is positioned and held on the formwork 10, and is blocked by the stop nail A17. Hold the formwork walls on both sides of the wall (as shown in Figure 1); in this way, two opposite formwork walls can be formed quickly and easily, and grouting can be performed between the two formwork walls.

如图6所示,为本发明另一种模板11的构造,其中不同之处在于模板11上横向设置的挡块111二端缘设有一嵌合部112,使相邻模板11架设时,其对接的挡块111可通过嵌合部112相互搭接嵌合,使模板11架设更为稳固,在间隔模板111间亦通过连结件P相连结。As shown in Figure 6, it is another formwork 11 structure of the present invention, wherein the difference is that the two end edges of the block 111 arranged transversely on the formwork 11 are provided with a fitting part 112, so that when the adjacent formwork 11 is erected, its The butt blocks 111 can be overlapped and fitted with each other through the fitting portion 112 , so that the erection of the formwork 11 is more stable, and the spacer formwork 111 is also connected by the connecting piece P.

如图7所示,为本发明另一模板12的型态,在该实施例中,模板12设有挡块121,并呈分离状态设置于模板12的二端缘上,且挡块121是与相邻的另一模板12上的挡块121呈上下交错设置,使二相邻上下设置的挡块121可相互挡制模板12,使模板12架设更为稳固,且于间隔模板12间通过连结件P扣合连接。As shown in Figure 7, it is another formwork 12 of the present invention. In this embodiment, the formwork 12 is provided with stoppers 121, and is arranged on two end edges of the formwork 12 in a separated state, and the stoppers 121 are The stoppers 121 on the other adjacent formwork 12 are vertically staggered, so that two adjacent stoppers 121 can block the formwork 12 from each other, so that the formwork 12 can be erected more stably, and can pass between the spacer formwork 12 The link P is snap-fit connected.

如图8所示,为本发明再一模板13的结构,在本实施例中,模板13的挡块131呈可转动的条块状,其设置于模板13的靠侧边,当两两模板13靠近组合时,将挡块131旋转呈水平状,便可使挡块131跨架于相邻的模板13上,而可让两两模板13间产生卡持定位作用,使模板13得以稳固架设,再于间隔模板13间可通过连结件P相连接。As shown in Figure 8, it is the structure of another formwork 13 of the present invention. In this embodiment, the block 131 of the formwork 13 is in the shape of a rotatable bar, which is arranged on the side of the formwork 13. When two forms When 13 is close to the combination, rotate the block 131 to be horizontal, so that the block 131 can be straddled on the adjacent formwork 13, and the clamping and positioning effect can be generated between the two formworks 13, so that the formwork 13 can be stably erected , and then the spacer templates 13 can be connected by connecting pieces P.

另外,有关本发明模板15结构的可行的较佳实施例,如图9所示,在本实施例中,模板15两侧挡块151呈可横向滑移的栓杆型式;其结构如图10所示,于模板15靠侧边固设中空的壳盖152,壳盖152上开一滑槽1520,滑槽1520两端形成定位槽1521,挡块151穿组于壳盖152内,其一侧向滑槽1520开口凸伸一连接的拉杆1510,拉杆1510的外侧端穿组一弹簧S及拉块1511,通过拉动拉块1511压缩弹簧S,使拉杆1510带动挡块151于壳盖152内滑移,再利用弹簧S使拉块1511顶抵挡块151并受定位槽1521挡止定位。In addition, regarding a feasible preferred embodiment of the template 15 structure of the present invention, as shown in Figure 9, in this embodiment, the stoppers 151 on both sides of the template 15 are in the form of bolts that can slide laterally; its structure is shown in Figure 10 As shown, a hollow shell cover 152 is fixed on the side of the template 15, and a chute 1520 is opened on the shell cover 152. Positioning grooves 1521 are formed at both ends of the chute 1520. The stopper 151 is assembled in the shell cover 152. A connecting pull rod 1510 protrudes from the opening of the lateral chute 1520. The outer end of the pull rod 1510 is assembled with a spring S and a pull block 1511. By pulling the pull block 1511 to compress the spring S, the pull rod 1510 drives the block 151 to slide in the shell cover 152. Move, and then use the spring S to push the pull block 1511 against the stop block 151 and be stopped and positioned by the positioning groove 1521 .

另外,有关本发明的柱模束框结构所运用的技术手段,以及其可达成的预期功效与目的,兹举出较佳可行实施例,并配合图式所示,详述如下:In addition, regarding the technical means used in the column formwork beam frame structure of the present invention, as well as the expected effect and purpose that it can achieve, a preferred feasible embodiment is hereby given, and shown in the drawings, and is described in detail as follows:

如图11至图14所示,若干框架2,由金属钢材制成,框架可采用C型钢、U型槽钢或钢板等钢材,如图12、13所示,该框架2的外侧具有开口20,而背板与立柱的模板B贴合,框架2的端角设有定位块21,可对缆绳E限位,使之不松脱而滑落移位,在框架2开口20内中间适当处设有一承接座22,承接座22上设有插掣槽220,如图12、13所示;As shown in Figures 11 to 14, several frames 2 are made of metal steel, and the frames can be steel such as C-shaped steel, U-shaped channel steel or steel plates, as shown in Figures 12 and 13, the outside of the frame 2 has an opening 20 , and the backboard is attached to the formwork B of the column, and the end corner of the frame 2 is provided with a positioning block 21, which can limit the position of the cable E, so that it does not loosen and slide down and shift. There is a receiving seat 22, and the receiving seat 22 is provided with an insertion slot 220, as shown in Figures 12 and 13;

若干顶持器3,如图12所示,对应组设于框架2的承接座22上,其一端设有插掣部30,与承接座22的插掣槽220呈对应型态,若该承接座22及插掣槽220为圆管形,则该顶持器3的插掣部30也为圆形;若承接座22呈方型或多边形,如图12及图21的另一实施例,则顶持器3的插掣部30也可随之为对称的方型或多边形。另外顶持器3的另一端设有穿绳部31,供缆绳E穿绕,该穿绳部31略成形,两侧形成缺口310,顶持器3上、下方设有若干对称的插孔311,其中缺口310供缆绳E穿过,对称的插孔311供插设插杆L;A number of holders 3, as shown in Figure 12, are correspondingly assembled on the receiving seat 22 of the frame 2, and one end is provided with an insertion part 30, which is in a corresponding shape with the insertion groove 220 of the receiving seat 22. The seat 22 and the insertion slot 220 are round tubes, and the insertion portion 30 of the holder 3 is also circular; if the receiving seat 22 is square or polygonal, as shown in Fig. 12 and another embodiment of Fig. 21, Then, the latching portion 30 of the holder 3 can also be symmetrically square or polygonal. In addition, the other end of the jacking device 3 is provided with a threading part 31 for the cable E to thread around. A hole 311, wherein the notch 310 is used for the passage of the cable E, and the symmetrical jack 311 is used for inserting the insertion rod L;

一调整顶持器4,如图11、14、15、16,对应组设于其中一框架2的开口20内的承接座22上,其一端设有插掣部40,与承接座22呈对应型态,另一端设有穿绳部41,呈形供缆绳E穿绕,该穿绳部41两侧形成缺口410,上、下方则设有若干对称呈长条形的调整孔411,其中的缺口410供缆绳E穿过,对称的调整孔411供插设插杆L;An adjustment holder 4, as shown in Figures 11, 14, 15, and 16, is correspondingly arranged on the receiving seat 22 in the opening 20 of one of the frames 2, and one end is provided with a plugging part 40 corresponding to the receiving seat 22 type, the other end is provided with a threading part 41, which is in the shape of a  for the cable E to pass around. The two sides of the threading part 41 form gaps 410, and several symmetrical and elongated adjustment holes 411 are provided on the upper and lower sides. The gap 410 of the cable E passes through, and the symmetrical adjustment hole 411 is used for inserting the insertion rod L;

一拉持组件5,如图14至16所示,与调整顶持器4相配合,其设有一螺杆50,螺杆50尾端具有一形框持件51,框持件51上设有穿孔510,对应使调整顶持器4的插杆L穿通连结,一定位架52跨置于调整顶持器4的外侧开口端,供螺杆50穿通架置,一调整螺母53与螺杆50配合,用于调整螺杆50作往复移动。A pulling assembly 5, as shown in Figures 14 to 16, is matched with the adjustment holder 4, and is provided with a screw rod 50, and the tail end of the screw rod 50 has a -shaped frame holder 51, and the frame holder 51 is provided with a perforation 510, corresponding to make the insertion rod L of the adjustment jacking device 4 pass through and connect, a positioning frame 52 is placed across the outer open end of the adjustment jacking device 4, for the screw rod 50 to pass through and mount, and an adjusting nut 53 cooperates with the screw rod 50, The adjustment screw 50 is used for reciprocating movement.

一缆绳E,如图11、图15至图17,为一预定长度的硬质钢索,环绕于框架2外围,其一端形成一线套E10,如图17,而另一端则为穿套端E11;A cable E, as shown in Fig. 11, Fig. 15 to Fig. 17, is a hard steel cable of a predetermined length, which surrounds the periphery of the frame 2, and one end forms a line sleeve E10, as shown in Fig. 17, and the other end is a sleeve end E11 ;

一套绳件G,如图17,其一端设有勾扣部G10供勾扣缆绳E的线套E10部分,而另一端设有穿绳孔G11,供缆绳E的穿套端E11穿套;A set of rope parts G, as shown in Figure 17, has a hook portion G10 at one end for hooking the wire sheath E10 of the cable E, and a rope hole G11 at the other end for the threading end E11 of the cable E;

一束绳装置H,如图18,供缆绳E的穿套端E11穿绕后并将其紧束固定,束绳件H10为一两端具有螺纹部H12的U型杆,一套合件J,与束绳件H10对应组合,其对应束绳件H10的两螺纹部H12杆端设有穿孔J10,套合件J中间设有带止滑卡齿的凹槽J11,可对缆绳E起到卡持锁束的作用。在束绳件H10穿过套合件J的穿孔J10后,其外伸的螺纹部H12与呈螺母状的迫合件H11相螺合。A rope device H, as shown in Figure 18, is used for the sheathing end E11 of the cable E to be threaded around and fixed tightly. The rope part H10 is a U-shaped bar with threaded parts H12 at both ends. , correspondingly combined with the rope part H10, the rod ends of the two threaded parts H12 of the corresponding rope part H10 are provided with perforations J10, and the middle of the sleeve J is provided with a groove J11 with anti-slip teeth, which can play a role in the cable E The function of holding the lock beam. After the rope part H10 passes through the through hole J10 of the fitting part J, its protruding threaded part H12 is screwed with the nut-shaped forcing part H11.

组装使用时,如图11至18所示,首先将框架2的端角固设定位块21,其次,在立柱模板B上若干预定适当处设置木条框K,可依柱高及尺寸不同而调整数量及间距,例如:柱围越大则束框架设置的间距应越小,一般间距约为60厘米,且木条框K可设于立柱模板B上,如图11、22所示,木条框K需事先钉固于模板B上的预定位置,当架设模板B时,其左右侧的模板B恰容置于前后面模板B间,使前后面的模板B靠持于左右侧模板B的端面,而左右侧模板B则由外侧钉固的木框条K,恰挡持于前后模板B的两侧端面,如此,随柱模架设时木条框K亦可连带构成,而且,预先已固接的木框条K及模板B架设时形成相互限位挡持,使模板立面不偏移。When assembling and using, as shown in Figures 11 to 18, first fix the end corners of the frame 2 to the positioning block 21, and secondly, set wooden strip frames K at some predetermined appropriate places on the column formwork B, which can be different according to the height and size of the column. And adjust the quantity and spacing, for example: the larger the column circumference, the smaller the spacing of the beam frame should be, the general spacing is about 60 cm, and the wooden strip frame K can be set on the column formwork B, as shown in Figures 11 and 22. The wooden frame K needs to be nailed to the predetermined position on the formwork B in advance. When the formwork B is erected, the formwork B on the left and right sides is just placed between the front and rear formwork B, so that the front and rear formwork B is supported by the left and right formwork. The end face of B, and the left and right side formwork B is just supported by the wooden frame strips K nailed on the outside, just holding the end faces of both sides of the front and rear formwork B, so that the wooden strip frame K can also be jointly formed when the column formwork is erected, and, The pre-fixed wooden frame bars K and formwork B form a mutual limit stop when erecting, so that the formwork facade does not deviate.

其次,将框架2设置于立柱模板B上的预定位置,当搭置模板时便可将框架2同时搭设完成,如图26所示,然后取顶持器3、4对正预先固设于框架2开口20内的承接座22,并以顶持器3、4的插掣部30、40插入承接座22的插掣槽220中,再把插杆L穿入顶持器3穿绳部31的插孔311,另外,将拉持组件5与调整顶持器4对应组设,并且使插杆L穿过调整顶持器4的长形调整孔411及拉持组件5框持件51的穿孔510,完成束框的组装,如图11所示。Secondly, set the frame 2 at the predetermined position on the column formwork B. When the formwork is set up, the frame 2 can be erected at the same time, as shown in Figure 26, and then the holders 3 and 4 are aligned and fixed on the frame in advance. 2. Insert the receiving seat 22 in the opening 20, insert the latching parts 30, 40 of the jacking device 3, 4 into the latching groove 220 of the receiving seat 22, and then insert the insertion rod L into the rope threading part 31 of the jacking device 3 In addition, the pulling assembly 5 is set correspondingly to the adjustment holder 4, and the insertion rod L is passed through the elongated adjustment hole 411 of the adjustment holder 4 and the frame holder 51 of the pull assembly 5 Perforate 510 to complete the assembly of the beam frame, as shown in FIG. 11 .

当欲束紧柱模时,首先将缆绳E的穿套端E11穿套套绳件G的穿绳孔G11后,再用束绳装置H套上套合件J后螺入迫合件H11紧束固定,其次以缆绳E的线套E10的一端分别穿绕,框架2受定位块21限位,再沿框架2圈围,以及绕套各顶持器3,如图15所示,其中并先让缆绳E穿过调整顶持器4与拉持组件5的框持件51与插杆L空间中,请配合参阅图15至图17,即可完成如图11所示的束框结构。When the column formwork is to be tightened, first put the sheathing end E11 of the cable E through the rope hole G11 of the sheathing rope part G, and then use the rope-tying device H to put on the fitting J and then screw it into the forcing part H11 to tighten it. Fix, and then thread one end of the line sleeve E10 of the cable E respectively, the frame 2 is limited by the positioning block 21, and then circle around the frame 2, and wrap each jack holder 3, as shown in Figure 15, and first Let the cable E pass through the space between the frame holder 51 of the adjustment jack holder 4 and the pull assembly 5 and the insertion rod L. Please refer to FIG. 15 to FIG. 17 to complete the beam frame structure as shown in FIG. 11 .

如此,仅需通过转动设在调整顶持器4前端的拉持组件5的调整螺母53,使螺杆50向外侧移动,便能带动末端的框持件51内的缆绳E,如图15、16所示,使之对柱模产生束紧功效,进而有效防止柱体与墙面受混凝土的冲击,以保持整体的平整、直立和平顺。In this way, only by turning the adjusting nut 53 of the pulling assembly 5 arranged at the front end of the adjusting jacking device 4, the screw rod 50 is moved to the outside, and the cable E in the frame holder 51 at the end can be driven, as shown in Figures 15 and 16 As shown, it can have a tightening effect on the column formwork, thereby effectively preventing the column and the wall from being impacted by the concrete, so as to maintain the overall flatness, uprightness and smoothness.

再有,顶持器6可设计成另一结构型态的另一较佳实施例,请配合参阅图式说明如下:Furthermore, the jack holder 6 can be designed as another preferred embodiment of another structural type, please refer to the drawings for explanation as follows:

如图19,其主要是由框架2、调整顶持器4、拉持组件5、缆绳E及其它束绳设备等构成,其中顶持器6对应组装在框架2的承接座22上,其不同于前一实施例,该顶持器6是与承接座22外径相当的圆管形状,其后段连接一较小外径呈插杆状的插掣部60,与承接座22上对应的插掣槽220插接;顶持器6前方设有圆筒状的穿绳部61,其两侧开设长形缺口610,上下方设有对称贯通的插孔611供插杆L穿入,如此,构成另一型态方便组装的顶持器6结构,其组装及使用同前一实施例。As shown in Figure 19, it is mainly composed of a frame 2, an adjustment jacking device 4, a pulling assembly 5, a cable E and other rope-drawing equipment, etc., wherein the jacking device 6 is correspondingly assembled on the receiving seat 22 of the frame 2, which is different In the previous embodiment, the holding device 6 is in the shape of a circular tube with an outer diameter equivalent to the receiving seat 22, and its rear section is connected to a plugging part 60 with a smaller outer diameter in the shape of a rod, corresponding to the corresponding socket on the receiving seat 22. Insertion slot 220 is plugged in; the front of the top holder 6 is provided with a cylindrical rope threading part 61, and its two sides are provided with elongated notches 610, and the upper and lower sides are provided with symmetrical through-holes 611 for the insertion rod L to penetrate, so , constituting another type of convenient assembly jack holder 6 structure, its assembly and use with the previous embodiment.

另外,本发明的顶持器3(或6),在松放缆绳E后可方便收存、工件管制和搬运,拆卸时,可直接将顶持器3(或6)挂在缆绳E上(如图20所示),待下次使用时,只要将缆绳E套在框架2开口20内且将挂在缆绳E上的顶持器3(或6)调整至与承接座22处对正,再将其插掣部30(或60)插入对应的插掣槽220定位,拉紧缆绳E束紧后,通过拉持组件5调整缆绳E的松紧度,即可方便、快速的固定柱模束框,并进行紧束、压持柱模的操作,使施工操作更简易、便捷。In addition, the jacking device 3 (or 6) of the present invention can facilitate storage, workpiece control and handling after the cable E is loosened. When dismounting, the jacking device 3 (or 6) can be directly hung on the cable E ( As shown in Figure 20), when it is used next time, as long as the cable E is placed in the opening 20 of the frame 2 and the holder 3 (or 6) hanging on the cable E is adjusted to align with the receiving seat 22, Then insert the latch part 30 (or 60) into the corresponding latch slot 220 for positioning, tighten the cable E after tightening, adjust the tightness of the cable E by pulling the component 5, and the column formwork can be fixed conveniently and quickly Frame, and the operation of tightening and pressing the column formwork makes the construction operation easier and more convenient.

再有,有关本发明使用于与墙面连接时,如图23至图25所示,在壁面排列的模板墙与立柱模板B交接处未能密合连接而产生空隙,在该空隙间铺设有一连接板8,可使用3mm厚的薄金属板,并铺置连接于墙面、立柱模板的交接端面上,该连接板8板面预留若干方形的穿孔80;一套筒9,如图23、24所示,对应设于连接板8的穿孔80的预定位置处,并连接墙面模板间,可以钉定或螺组方式与模板接合,如图24所示,该套筒9可为略似锥状型态,该套筒9内设有呈方型的通道90,且该方形通道90与连接板8的穿孔80对称,可使框架2的型钢穿过,立柱束框的型钢框架2在穿过墙面模板空间时,与立柱模板B通过夹持装置70挟掣定位,具有可快速组合的功效,该夹持装置70可使墙、柱交接处的框架2快速组合定位,其上设有呈L型的定位板700,其垂直面贴合于立柱模板B上固接,而另一水平面则贴在框架2的板面,在其贴合板面上贯通插有一夹持构件701,由粗铁丝弯制成预定形状且具有一定的弹性,通过扳扣夹持构件701即可迅速夹持框架2与定位板700,让框架2架设快速且组装稳固,若欲脱离夹紧状态时仅需再扳转夹持构件701,使之具有简易操作,拆、装快速的方便性;Furthermore, when the present invention is used in connection with the wall surface, as shown in Figure 23 to Figure 25, the formwork wall arranged on the wall surface and the junction of the column formwork B cannot be tightly connected to form a gap, and a gap is laid between the gaps. The connecting plate 8 can use a thin metal plate with a thickness of 3mm, and lay it on the wall surface and the transfer end surface of the column formwork. The connecting plate 8 is reserved with several square perforations 80; a sleeve 9, as shown in Figure 23 , 24, corresponding to the predetermined position of the perforation 80 of the connecting plate 8, and connected between the wall formwork, it can be nailed or screwed to join with the formwork, as shown in Figure 24, the sleeve 9 can be slightly Like a cone shape, the sleeve 9 is provided with a square channel 90, and the square channel 90 is symmetrical to the perforation 80 of the connecting plate 8, so that the section steel of the frame 2 can pass through, and the section steel frame 2 of the column frame When passing through the wall formwork space, the column formwork B is pinched and positioned by the clamping device 70, which has the effect of quick combination. The clamping device 70 can quickly combine and position the frame 2 at the junction of the wall and the column. There is an L-shaped positioning plate 700, the vertical surface of which is attached to the column formwork B and fixed, while the other horizontal surface is attached to the surface of the frame 2, and a clamping member 701 is inserted through the surface of the bonding plate. The thick iron wire is bent into a predetermined shape and has a certain degree of elasticity. The frame 2 and the positioning plate 700 can be quickly clamped by the pull clamp clamping member 701, so that the frame 2 can be erected quickly and assembled firmly. If you want to get out of the clamped state, just It is necessary to turn the clamping member 701 again, so that it has the convenience of simple operation, quick disassembly and assembly;

如图23、25所示,拉持装置71,连接于墙面模板10外侧的模板压条A14及立柱模板B外侧框架2之间,其上设有一补强板710,预先固设于模板压条A14的适当贯孔A141内,其形状近似V形,在其侧板板面上设有型的扣槽711,该补强板710以其两板端固设于模板压条A14内呈V状;一拉持杆712,由螺纹杆构成,其一端螺合一卡扣件713,并穿过模板压条A14的贯孔A141,扣持于补强板710的扣槽711内,另一端则伸过框架2的另一侧,与一具有穿孔的挡片714螺合,再通过螺件N螺合,使拉持杆712将墙模往柱模方向拉紧。As shown in Figures 23 and 25, the pulling device 71 is connected between the formwork layer A14 on the outside of the wall formwork 10 and the outer frame 2 of the column formwork B, and a reinforcing plate 710 is arranged on it, which is fixed on the formwork layer A14 in advance. In the appropriate through-hole A141, its shape is approximately V-shaped, and a -shaped buckle groove 711 is provided on the side plate surface, and the reinforcing plate 710 is fixed in the formwork bead A14 with its two plate ends in a V-shape; A pull rod 712 is made of a threaded rod, one end of which is screwed into a buckle 713, passes through the through hole A141 of the formwork bead A14, and is buckled in the buckle groove 711 of the reinforcing plate 710, and the other end is stretched through The other side of the frame 2 is screwed with a perforated baffle 714, and then screwed with the screw N, so that the pulling rod 712 pulls the wall form toward the column formwork.

搭接组装时,请配合参阅图26所示,首先将立柱模板B,包括木框条K及框架2组装后,两侧模板墙如前所述的手段快速搭接构成墙面,并将框架2穿过套筒9,以方便缆绳E穿绕,并将框架2与墙面模板10上的模板压条A14对应,且利用夹持装置70及其夹持构件701,通过转动夹持构件701扣合二构件板面将之紧固夹持,其次该拉持装置71的补强板710是已预先固定在模板压条A14内适当位置对应的贯孔A141处,只要取拉持杆712以其具有卡扣件714的一端穿入贯孔A141,且将拉持杆712扣入补强板710的扣槽711内卡扣定位,而另一端则套组挡片714,并斜向穿过另一侧较长的框架2滑移至端角,再以螺件N紧固,以将墙面模紧固,并同时对立柱模侧壁产生压持作用;其余组件及组装方式如前述实施例,于此不再赘述,当灌浆干后,依序松开拉持组件5的螺杆50,松开缆绳E的线套E10与套绳件G的勾扣部G10的勾持,便可将缆绳E拉出、拆下带有顶持架3、4(或6)的框架2、模板及连接板8,再将套筒9推出墙模填补孔洞后,便可形成与墙面相接的具有平整面的柱体。For lap joint assembly, please refer to Figure 26. First, after assembling the column formwork B, including the wooden frame strip K and frame 2, the formwork walls on both sides are quickly lapped to form the wall as described above, and the frame 2 pass through the sleeve 9 to facilitate the threading of the cable E, and make the frame 2 correspond to the formwork bead A14 on the wall formwork 10, and use the clamping device 70 and its clamping member 701 to buckle by rotating the clamping member 701 Combine the two component board surfaces to tighten and clamp it, and secondly, the reinforcing plate 710 of the pulling device 71 has been fixed in advance at the corresponding through hole A141 in the appropriate position in the formwork bead A14, as long as the pulling rod 712 is taken with its One end of the buckle 714 penetrates the through hole A141, and buckles the pull rod 712 into the buckle groove 711 of the reinforcing plate 710 to buckle and position, while the other end sets the blocking piece 714, and passes through the other side obliquely. The frame 2 with the longer side is slid to the end corner, and then fastened with the screw N to fasten the wall formwork, and at the same time exert a pressing effect on the side wall of the column formwork; I won’t go into details here. After the grouting is dry, loosen the screw 50 of the pulling assembly 5 in sequence, loosen the hooking of the line sleeve E10 of the cable E and the hook part G10 of the rope part G, and then the cable E Pull out and remove the frame 2, formwork and connecting plate 8 with the top holders 3, 4 (or 6), and then push the sleeve 9 out of the wall mold to fill the hole, and then form a smooth wall connected to the wall. face cylinder.

另外,该墙、柱接合的木框条K和立柱模板B及框架2可事先固定在适当位置,如图26所示,为立柱与墙面交接的另一种实施例状态,其可将框条固定在立柱模板B上,框架2是承置于木框条K上又与立柱模板B螺组,先将两侧立柱模板B立起,并让框架2穿过套筒9后,再将前方立柱模板B靠持于前端面后定位,如此可使架模及框架2组合更快速。In addition, the wooden frame bar K and column formwork B and frame 2 joined by the wall and column can be fixed in place in advance, as shown in Fig. The strip is fixed on the column formwork B, and the frame 2 is placed on the wooden frame strip K and screwed with the column formwork B. First, the column formwork B on both sides is erected, and after the frame 2 passes through the sleeve 9, the The front column formwork B is positioned behind the front end, so that the formwork and frame 2 can be combined more quickly.

本发明组装、拆卸、操作容易、迅速,且可有效防止现有施工模板受混凝土冲击而爆模、变形的弊病,使灌浆后柱体确实具有平直、平整的表面,不仅结构创新且极具实质的进步功效。The invention is easy and quick to assemble, disassemble and operate, and can effectively prevent the defects of the existing construction formwork from exploding and deforming due to the impact of concrete, so that the column after grouting does have a straight and flat surface, which is not only innovative in structure but also extremely Substantial progress.

Claims (16)

  1. But 1, a kind of wall mould of Rapid Combination and post mould bundle frame, comprise both sides form walls and model of the column bundle frame with grouting space, form walls is formed by several form assemblies, it is characterized in that: most templates are provided with several blocks that protrudes from the template side, link with connecting piece between a partiting template;
    Model of the column bundle frame comprises some frameworks, and framework is provided with stacker;
    Some devices that hold are assembled on the stacker of framework, and it is provided with socket part to the group end, and the other end is provided with wire rope handling portion, and upper and lower is provided with the perforation of some symmetries;
    One adjusts and to hold device, is assembled on the stacker of a framework wherein, and it is provided with socket part to the group end, and the other end is a wire rope handling portion, and upper and lower is provided with the adjustment hole of perforation;
    One pulls and supports assembly, is located to adjust to hold the device front end, which is provided with a screw rod, rod end connection box gripping member also penetrates and adjusts the hole and connect by adjusting inserted link, the screw rod other end is provided with locating rack, and this locating rack is adjusted the openend that holds device across being placed on, and screws togather by an adjustment nut and screw rod in the outside;
    One hawser is worn around aforementioned bundle frame and with binding yarn equipment and is screwed tight.
  2. But 2, the wall mould of Rapid Combination as claimed in claim 1 and post mould bundle frame, it is characterized in that: wherein form walls is set up on the pedestal, pedestal is provided with some adjustment seats of adjusting horizontal level, adjust on the seat and set up the support beam, support the horizontal level of beam by adjusting seat adjustment, support the beam top and be provided with a groove, a side of groove is provided with the inclined-plane, is provided with some templates side by side in the groove and forms form walls.
  3. But 3, the wall mould of Rapid Combination as claimed in claim 1 and post mould bundle frame, it is characterized in that: template can be full wafer sheet template, or be the plate face that a side is provided with the angle block stay, or be formed by connecting for some solid wood chips, or be metal form, wherein on each template, be provided with some blocks, block laterally protrudes out to template two sides, template be provided with the hook part by side edge, close the hook part on the partiting template between the end hook by colluding of connecting piece two ends, reclining mutually between template and the template pushes against.
  4. But 4, the wall mould of Rapid Combination as claimed in claim 1 and post mould bundle frame, it is characterized in that: form walls sets up one by one side by side, the template press strip is arranged on the two form walls outer panel faces, it can be made of C shaped steel, connecting rod is arranged in the perforation on the template press strip, be provided with retaining nail retaining between form walls inside wall subtend and hold, insert the part of pulling in the jack at each connecting rod two ends and fix, this top of inserting the part of pulling is provided with the block piece that can be subjected to retaining location, template press strip backboard end checkpost.
  5. But 5, the wall mould of Rapid Combination as claimed in claim 1 and post mould bundle frame, it is characterized in that: template forms a fitting portion at block two ora terminalis of horizontally set, and overlap joint is chimeric mutually by fitting portion for the block of adjacent forms butt joint.
  6. But 6, the wall mould of Rapid Combination as claimed in claim 1 and post mould bundle frame, it is characterized in that: the block of template is separated to be arranged on two ora terminalis of template, and the block on block and adjacent another template is up and down and is crisscross arranged, and the block of two adjacent upper and lower settings can be kept out fixed form mutually.
  7. But 7, the wall mould of Rapid Combination as claimed in claim 1 and post mould bundle frame, it is characterized in that: the block of template is turnable strip and block, be located at template by side, when template in twos side by side the time, block transfers to horizontal, block stride frame on adjacent template, keep off hold two templates and the location.
  8. But 8, the wall mould of Rapid Combination as claimed in claim 1 and post mould bundle frame, it is characterized in that: the block of template is the tightening latch pattern of laterally slippage.
  9. But 9, the wall mould of Rapid Combination as claimed in claim 1 and post mould bundle frame, it is characterized in that: the wire rope handling portion both sides that hold device are provided with breach.
  10. But 10, the wall mould of Rapid Combination as claimed in claim 1 and post mould bundle frame is characterized in that: hold device and be provided with the symmetrically arranged perforation that penetrates for inserted link and adjust the hole.
  11. 11, but the wall mould of Rapid Combination as claimed in claim 1 and post mould bundle frame, it is characterized in that: hawser is fixed by binding yarn equipment, hawser is the hard cable wire, be surrounded on the framework periphery, the one end is the line cover, the other end is for wearing end, noose spare one end is provided with the line cover of hook portion hook hawser, the other end be provided with for hawser wear the end wear around lacing hole, for hawser wear end wear around and tighten fixing binding yarn device, be provided with the U type bar binding yarn spare that two ends have the threaded portion, engagement piece is relative with binding yarn spare to be made up, and two threaded portion rod ends of its corresponding binding yarn spare are provided with perforation, and engagement piece is provided with the groove that can have the on-slip latch that holds the effect of tightening to hawser, binding yarn spare passes the perforation of engagement piece, and its threaded portion and forced-together piece are screwed.
  12. But 12, the wall mould of Rapid Combination as claimed in claim 1 and post mould bundle frame, it is characterized in that: hold device and stacker and be the corresponding pipe shape of external diameter, its back segment connects establishes the socket part that a little external diameter is the inserted link shape, its the place ahead is provided with wire rope handling cylindraceous portion, microscler breach is offered in both sides, and upper and lower is provided with the jack that symmetry connects.
  13. 13. but the wall mould of Rapid Combination as claimed in claim 1 and post mould bundle frame, it is characterized in that: its central post and form walls are in succession, be equipped with a plate between the space of wall template and post mould template, this junction plate plate face is provided with some square perforation, one sleeve, correspondence is located at perforation place of junction plate, is the perforation symmetry of the passage and the junction plate of square in this sleeve, supplies the shaped steel of framework to pass.
  14. But 14, the wall mould of Rapid Combination as claimed in claim 1 and post mould bundle frame is characterized in that: its central post and form walls in succession, model of the column and framework are gripped by clamping device.
  15. But 15, the wall mould of Rapid Combination as claimed in claim 1 and post mould bundle frame is characterized in that: its central post and form walls in succession, the template press strip in the framework of column and the form walls outside is corresponding kenel, between two shaped steel by pull and support device mutually against.
  16. 16. but the wall mould of Rapid Combination as claimed in claim 15 and post mould bundle frame, it is characterized in that: wherein pull and support between the framework of device across template press strip that is connected in the metope template outside and column, it is provided with a V-shaped stiffening plate that is fixedly arranged in the template press strip perforation, offer the catching groove of  type on its plate face, screw shaped pull and support bar, one end spiral shell group one fastener, button is organized in the catching groove of stiffening plate, and its other end passes framework and a catch screws togather fixing.
CN 00100886 2000-02-17 2000-02-17 The beam frame of wall formwork and column formwork can be combined quickly Pending CN1309220A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 00100886 CN1309220A (en) 2000-02-17 2000-02-17 The beam frame of wall formwork and column formwork can be combined quickly

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 00100886 CN1309220A (en) 2000-02-17 2000-02-17 The beam frame of wall formwork and column formwork can be combined quickly

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CN1309220A true CN1309220A (en) 2001-08-22

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CN 00100886 Pending CN1309220A (en) 2000-02-17 2000-02-17 The beam frame of wall formwork and column formwork can be combined quickly

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101818571A (en) * 2010-04-16 2010-09-01 国家电网公司 Method for building wall
CN103334582A (en) * 2013-07-05 2013-10-02 天津住宅集团建设工程总承包有限公司 Method for installing and constructing short-leg shear wall formwork supporting system
CN104806008A (en) * 2015-03-10 2015-07-29 山东电力工程咨询院有限公司 General composite steel formwork device for concrete firewall and assembly method thereof
CN110388047A (en) * 2019-02-15 2019-10-29 浙江中益建材科技有限公司 A kind of concrete wooden frame template system
CN111677269A (en) * 2020-05-16 2020-09-18 浙江新中源建设有限公司 Formwork for manufacturing crack-resistant concrete wall and construction method thereof
CN114753617A (en) * 2022-03-27 2022-07-15 中煤第三建设(集团)有限责任公司 Aluminum mold for assembly type building and using method thereof

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101818571A (en) * 2010-04-16 2010-09-01 国家电网公司 Method for building wall
CN103334582A (en) * 2013-07-05 2013-10-02 天津住宅集团建设工程总承包有限公司 Method for installing and constructing short-leg shear wall formwork supporting system
CN103334582B (en) * 2013-07-05 2015-03-18 天津住宅集团建设工程总承包有限公司 Method for installing and constructing short-leg shear wall formwork supporting system
CN104806008A (en) * 2015-03-10 2015-07-29 山东电力工程咨询院有限公司 General composite steel formwork device for concrete firewall and assembly method thereof
CN110388047A (en) * 2019-02-15 2019-10-29 浙江中益建材科技有限公司 A kind of concrete wooden frame template system
CN111677269A (en) * 2020-05-16 2020-09-18 浙江新中源建设有限公司 Formwork for manufacturing crack-resistant concrete wall and construction method thereof
CN111677269B (en) * 2020-05-16 2021-10-12 浙江新中源建设有限公司 Formwork for manufacturing crack-resistant concrete wall and construction method thereof
CN114753617A (en) * 2022-03-27 2022-07-15 中煤第三建设(集团)有限责任公司 Aluminum mold for assembly type building and using method thereof

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