阅读说明：本技术 一种定型化墙柱模板方法 (Method for forming wall column template ) 是由 郑刚 陈烨 舒成贵 徐文超 韩林春 于 2019-09-25 设计创作，主要内容包括：本发明公开了一种定型化墙柱模板方法,包括以下步骤,步骤一,施工准备；步骤二,模板加工制作,用木工台锯进行加工,模板竖边采用螺栓与角铁进行连接,穿墙螺杆洞位置根据配模方案要求设置；步骤三,烧制定位筋,根据构件边框线烧定位筋。该定型化墙柱模板方法施工方便、模数化程度高、施工成本较低。(The invention discloses a method for forming a wall column template, which comprises the following steps of firstly, construction preparation; step two, processing and manufacturing the template, namely processing the template by using a woodworking table saw, connecting the vertical edge of the template with angle iron by using bolts, and setting the position of a through-wall screw hole according to the requirement of a template matching scheme; and step three, firing the positioning ribs according to the frame lines of the components. The method for forming the wall column template is convenient to construct, high in modulus degree and low in construction cost.)

1. A method for forming a wall column template is characterized by comprising the following steps: comprises the following steps of (a) carrying out,

firstly, construction preparation;

step two, processing and manufacturing the template, namely processing the template by using a woodworking table saw, connecting the vertical edge of the template with angle iron by using bolts, and setting the position of a through-wall screw hole according to the requirement of a template matching scheme;

firing the positioning ribs according to the frame lines of the members;

assembling the templates, and hoisting and transporting the manufactured templates to corresponding components for field installation according to the numbers of the template distribution drawings;

step five, reinforcing and checking the template;

step six, pouring concrete and following measurement;

seventhly, the templates are dismantled and arranged, and the side mold needs to have the concrete strength larger than 1.0N/mm²The template can be detached only when the template is detached, the template is loosened by slightly prying and tapping from the upper opening to the outer side, and the bottom of the template is slightly pried by a prying bar when the template is difficult to detach; the distance between the template and the wall body is kept when the concrete is lifted, and the concrete surface and the edges and corners are not damaged due to dismantling.

2. A method of finalising a wall stud formwork as claimed in claim 1, wherein: and seventhly, removing the formwork in the following sequence, namely removing the pull rod or the inclined strut → removing the column hoop from top to bottom → removing part of the vertical beam → transporting and maintaining the formwork and the accessories.

3. A method of finalising a wall stud formwork as claimed in claim 1, wherein: and seventhly, executing the operation by one operation team in the formwork supporting and stripping system.

The technical field is as follows:

the invention relates to the field of buildings, in particular to a method for forming a wall column template.

Background art:

at present, most of industrial and civil building engineering in China are cast-in-place reinforced concrete structures, with the continuous improvement of building level, the requirements of construction units and administrative departments on the appearance quality and the appearance size of the cast-in-place structures are higher and higher, and the templates are main factors influencing the cast-in-place reinforced concrete structures.

The invention content is as follows:

the invention aims to solve the technical problem of providing a method for forming a wall column template, which has the advantages of convenient construction, high modulus degree and lower construction cost.

The technical proposal of the invention is to provide a method for forming a wall column template, which comprises the following steps,

firstly, construction preparation;

step two, processing and manufacturing the template, namely processing the template by using a woodworking table saw, connecting the vertical edge of the template with angle iron by using bolts, and setting the position of a through-wall screw hole according to the requirement of a template matching scheme;

firing the positioning ribs according to the frame lines of the members;

assembling the templates, and hoisting and transporting the manufactured templates to corresponding components for field installation according to the numbers of the template distribution drawings;

step five, reinforcing and checking the template;

step six, pouring concrete and following measurement;

seventhly, the templates are dismantled and arranged, and the side mold needs to have the concrete strength larger than 1.0N/mm²The template can be detached only when the template is detached, the template is loosened by slightly prying and tapping from the upper opening to the outer side, and the bottom of the template is slightly pried by a prying bar when the template is difficult to detach; the distance between the template and the wall body is kept when the concrete is lifted, and the concrete surface and the edges and corners are not damaged due to dismantling.

Preferably, in the seventh step, the mold stripping sequence is as follows, namely, the tie rod or the diagonal brace is removed → the column hoop is removed from top to bottom → the part of the vertical beam is removed → the template and the accessories are transported and maintained.

Preferably, in step seven, the formwork supporting and removing system executes the operation by one operation team.

Compared with the prior art, the invention has the following advantages after adopting the scheme: the method is suitable for the construction of concrete structure wall column templates of various public buildings, industrial and civil buildings, is particularly suitable for the construction of multi-storey and standard storey buildings of frame shear wall structures, and has the advantages of high construction modulization degree, simple and flexible construction and low construction cost.

The specific implementation mode is as follows:

the invention is further illustrated with respect to specific embodiments below: