WO2014063481A1 - 一种内墙冲筋方法 - Google Patents

一种内墙冲筋方法 Download PDF

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Publication number
WO2014063481A1
WO2014063481A1 PCT/CN2013/075378 CN2013075378W WO2014063481A1 WO 2014063481 A1 WO2014063481 A1 WO 2014063481A1 CN 2013075378 W CN2013075378 W CN 2013075378W WO 2014063481 A1 WO2014063481 A1 WO 2014063481A1
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Prior art keywords
wall
punching
distance
base
screws
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PCT/CN2013/075378
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English (en)
French (fr)
Inventor
李少强
庞惠元
林启容
康茂
李可岩
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深圳广田装饰集团股份有限公司
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Publication of WO2014063481A1 publication Critical patent/WO2014063481A1/zh

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F21/00—Implements for finishing work on buildings
    • E04F21/02—Implements for finishing work on buildings for applying plasticised masses to surfaces, e.g. plastering walls
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/02—Coverings or linings, e.g. for walls or ceilings of plastic materials hardening after applying, e.g. plaster

Definitions

  • the invention relates to a method for squeezing ribs, in particular to an embossing method for ensuring the squareness of the wall and the depth of the opening during the construction process of the interior wall plastering of the building.
  • the width of the strip is about 3 cm.
  • the height is from the ground to the ceiling, that is, the ribs.
  • the thickness of the mortar is a minimum of 0.5 cm, and the maximum thickness is determined by the degree of inclination of the wall;
  • the existing squeezing method can not accurately control the thickness of the blasting ribs.
  • the technician's experience and the ruler's experience should be used to complete the positioning blasting line.
  • the technical problem to be solved by the present invention is to provide an inner wall blasting method capable of controlling the height of the blasting ridge, conforming to the depth dimension and the squareness of the opening of the room.
  • the present invention provides an interior wall blasting method, which comprises the following steps:
  • the laser level adjusts the square
  • d, ⁇ calculate the thickness of the plaster at the proximal end of the base layer; f, blasting;
  • the step b of the laser level adjustment means that the two control points on the ground at each of the female corners are found to have two projection surfaces which coincide with the two control lines at the female corner;
  • the step C measures the distance from the horizontal end of the base layer of the wall to the control line, which is the horizontal end of each of the two sides opposite to the base layer of the wall, and measures the distance from the two ends of the horizontal layer to the corresponding projection surface, respectively.
  • the distance from the middle to the corresponding projection surface is the distal end of the base layer of the wall, and the smaller is the proximal end of the base layer of the wall, and the distance from the proximal end of the base layer of each wall to the corresponding projection surface is recorded;
  • the thickness of the plaster at the proximal end of the base layer of the wall is determined by first calculating the opening depth dimension of the base layer of the opposite wall, that is, the distance of the wall after the plastering of the wall of the wall is completed.
  • the opening depth dimension is equal to the engineering distance of the opposite wall base layer minus the standard plaster thickness of 2 times; then calculating the headroom dimension of the wall base layer, the clearance space size being equal to the relative two walls measured in step c
  • the total plaster thickness of the end, taking half of the total plaster thickness is the thickness of the proximal plaster of each of the wall base layers;
  • the step e is a standard point, which first calculates a reserve height of the rib, and the reserved height of the rib is equal to the distance from the proximal end of the base layer of the wall to the corresponding projection surface minus the thickness of the proximal plaster and the thickness of the rib; Install the squeezing screw on the base layer of the wall and adjust the height of the ram screw, that is, the head of the ruler is vertically adjacent to the ram screw to the projection surface, and the reading on the scale is equal to the reserved height of the ram, and the height of the ram screw is adjusted to the ruler.
  • the head of the wall because the ribs on the base layer of the same wall have the same height, according to the above method, install a squeezing screw at a height of 4.8 m L5 at the base level of the wall and adjust the height of the ram screw to make the base of the wall
  • Multiple rib screws are placed horizontally as standard reference points.
  • the step f ribbing means that the projection surface perpendicular to the head of the ram screw which is a standard reference point in the step e is punched out by the laser level, and is installed along the longitudinal interval of the squeezing screw.
  • a squeezing screw adjusting the squeezing screws to the head to be tangent to the projection surface, so that the ram screws on the same vertical line are maintained at the same height, and then the ribs are installed on the ribs On the screw, the ribs on the standard reference point of the ram screw are completed.
  • the ribs on the other standard reference points are installed one by one, that is, the ribs of the inner wall opposite to the base of the two walls are completed, and finally the same steps are followed. Complete the ribs of other opposing wall bases.
  • the inner wall blasting method of the invention provides a method for determining the thickness of the proximal end of the base layer of the wall, and uses a laser level and a ruler to accurately calculate and control the height of the embossing of each standard point in the lateral direction of the wall of the wall, and utilize the laser level Determine the position and height of each ram screw in the longitudinal direction of the standard point,
  • the ribs are mounted on the ram screws to complete the ribs.
  • the invention can accurately control the height of the ribs, meet the requirements of the opening depth dimension, and ensure the squareness of the wall after plastering, thereby avoiding the influence of the squareness of the wall base layer on the wall surface after plastering.
  • the square level; the application of the laser level is beneficial to the measurement distance and the longitudinal positioning of the ram screw. It is easy to operate and convenient to use, reduces the dependence on the technical level of the construction personnel, improves the construction efficiency, facilitates the budget of the material, controls the cost, and is easy to grasp.
  • the overall quality reduce the risk of rectification, save labor and materials, prepare for plastering.
  • Fig. 1 is a schematic view showing the dimensions of the inner wall of the proximal end B of the base layer of the opposite two walls on the same side.
  • Fig. 2 is a schematic view showing the dimensions of the inner wall of the proximal end B of the opposite side wall base layer on the opposite side. detailed description
  • the inner wall blasting method of the invention comprises the following steps: a, wall base treatment; b, laser level adjustment square; c., measuring the distance between the horizontal ends of the wall base layer and the control line; d, calculating the wall base layer near The thickness of the plaster on the end; e, the standard point; f, the rib.
  • the wall base treatment that is, cleaning the dirt on the surface of the wall of the wall, knocking out the discarded wood formwork, steel bars, concrete blocks, etc. on the surface of the base layer of the wall, and smoothing the protruding part to ensure that the position of the punching screw is not miscellaneous Object interference.
  • the laser level adjusts the square, that is, finds the intersection of the two control lines L on the ground at each female corner, positions the laser level at the intersection, and respectively uses the laser level to mark two coincident with the control line L.
  • the projection surface correcting the squareness of the projection surface, so that each wall base
  • the layers all correspond to a vertical projection surface.
  • the control line L refers to a reference line of the wall base layer on the ground during the masonry project, and the design distance from the base layer of the wall is 30 cm, and the control line L at the corner of the corner is perpendicular to each other to ensure the square of the wall base layer. degree. Due to the error in the masonry engineering, the actual masonry wall base layer can not be guaranteed to be completely constructed according to the control line L.
  • the squareness of the wall base layer is difficult to guarantee. If the conventional blasting method is used, the plaster on the wall base layer The thickness is the same, the squareness and size of the wall after scouring and plastering do not meet the design requirements, and the invention can avoid the influence of the wall foundation masonry error, control the height of the blasting, and make the plastered wall meet the design requirements. .
  • the control line L measuring the distance between the first and last ends of the base layer of the wall to the control line L, that is, taking the horizontal ends of any two sides opposite to the base layer of the wall, and measuring the distance from the two ends of the horizontal plane to the corresponding projection surface (ie, the control line L),
  • the distance from the two ends of the horizontal to the corresponding projection surface is the distal end A of the base layer of the wall, and the smaller is the proximal end B of the base layer of the wall, and the proximal end B of the base layer of each wall is recorded to the corresponding The distance of the projection surface (ie the control line L) (:.
  • the upper and lower opposite wall walls in Fig. 1 are inclined to the left of the respective control lines L. , that is, the proximal end B of the base layer of the two walls is in the same direction; in FIG. 2, the upper and lower opposite wall walls are respectively inclined to the left and right sides of the respective control lines L, that is, the proximal end B of the base layer of the opposite two walls is Irregular.
  • the method of inner wall squeezing control of the present invention can be applied.
  • the opening depth dimension H is equal to the engineering distance of the opposite wall base layer minus 2 a standard plaster thickness of doubling, the standard plaster thickness preferably being i6 mm; then calculating a headroom size equal to the measured proximal end B of the two wall base layers in step c to the corresponding base layer of each wall
  • the sum of the distances C of the projection surfaces plus the distance between the corresponding projection surfaces of the base layer of the wall So the final clearance size minus the opening depth dimension H, that is, the total plastering of the two adjacent wall bases proximal B Thickness, taking half of the total plaster thickness is the plaster thickness 0 of the proximal B of each wall base, marked on the proximal end of the wall base layer B.
  • step d determines the plaster thickness D at the proximal end of the wall base layer, that is, the height of the squeezing rib.
  • the squeezing stencil used is composed of a conventional squeezing screw and an reinforced rib.
  • the scouring screws can be installed on the base layer of the wall and the height can be adjusted as needed to ensure that the thickness of the plaster is D after the ribs are installed.
  • the steps of marking the standard point are as follows: First, calculate the reserve height of the ribs of each wall base layer, the reserve height of the ribs is equal to the distance C from the proximal end B of the wall base layer to the corresponding projection surface minus the near-end plaster thickness D and the ribs
  • the thickness of the strip that is, the sum of the height of the rib reinforcement and the height of the ram screw is the distance C from the proximal end B of the base layer of the wall to the corresponding projection surface; and then the squeezing screw is installed on the base layer of the wall, that is, on the base of the wall Position the hole, insert the rubber plug, and screw the socket screw into the rubber plug.
  • the height of the ram screw that is, the head of the 3 ⁇ 4 ruler is perpendicular to the ram screw to the projection surface.
  • the reading on the scale is equal to the reserve height of the ram.
  • Adjust the height of the ram screw to the head of the scale because the same wall base
  • the upper blasting ribs have the same height.
  • one rib screw is installed at the level of the base layer of the wall every 1.5 m to 1.8 m and the height of the ram screw is adjusted, so that the wall base layer is laterally arranged as a plurality of standard reference points.
  • the scouring screws In this way, a plurality of rib screws as standard points are evenly distributed laterally on the base layer of the wall.
  • the advantage of using the reinforced ribs to reserve the height is that the cumbersome process of calculating the height of each of the rib screws on the base layer of the wall is avoided, since the reserved height of the rib screws on the same wall base layer is the same, only the installation time is required
  • the rib screw is adjusted to the position corresponding to the reserved height of the ram, the on-site operation is convenient and accurate, and the efficiency of the standard point is greatly improved, and the fixed value is quantitatively guaranteed. Prove the squareness and size of the wall.
  • ⁇ ribbing refers to the use of a laser level to produce a vertical projection surface tangent to the head of the ram screw as a standard reference point in step e, and a plurality of ribs are installed along the longitudinal interval Screw, the separation distance is 50cra.
  • the rushing. Review the verticality of the ribs and adjust the local squeezing screws to meet the acceptance criteria.

Abstract

一种内墙冲筋方法，包括以下步骤：a、墙体基层处理；b、激光水平仪调整方正，打出两条投影面与控制线重合；c、分别测量各个墙体基层近端和远端至控制线的距离；d、计算墙体基层近端的抹灰厚度；e、墙体基层横向打多个冲筋螺丝，调节冲筋螺丝的高度；f、纵向打冲筋螺丝，并保持高度一致，安装筋条。该方法能精确控制冲筋高度，符合开间进深尺寸，同时保证抹灰后墙面的方正度；应用激光水平仪有利于测量距离和冲筋螺丝纵向定位，操作简单、使用方便。

Description

本发明涉及一种冲筋方法， 特别是建筑物内墙抹灰施工过程中保证墙 面方正度以及开间进深尺寸的冲筋方法。
现有建筑装饰工程的冲筋放线流程是：
1、在抹灰前用砂浆在墙体基层上按一定间距做出小灰饼（又称打点）， 在标准墙体基层上， 拉线找准粉刷基层面后， 用水泥砂浆在结构层上做 40mmx40mm大小的标准块， 然后根据该标准块， 利用靠尺以及垂钧线进 行竖向打点， 按小灰饼继续用砂浆做出一条或几条灰筋 （一般间距 im~2m)， 以控制抹灰厚度及平整度；
2、在墙体基层上先抹竖向条状的砂浆， 条状宽度约 3公分， 高度从地 面至天棚， 即冲筋。 抹砂浆的厚度最小为 0.5cm， 最大厚度则由墙体的倾 斜程度决定；
3、墙体基层上横向每隔约 1米设一道"冲筋"， 待砂浆完全干后即可进 行下一歩的抹灰操作。
现有冲筋方法无法精确控制冲筋的厚度， 仅靠技术工人的经验及靠尺 的应] ¾来完成定位冲筋放线工作， 当墙体基层的方正度不符要求或砌筑不 整齐时， 会使部分墙体基层抹灰过厚或需敲磨部分墙体基层， 造成材料浪 费和墙体破坏， 难以符合设计图纸的开间进深尺寸要求
度， 影响施工质量。
本发明要解决的技术问题是提供一种能控制冲筋高度、 符合房间开间 进深尺寸及方正度的内墙冲筋方法。
为解决上述技术问题， 本发明提供一种内墙冲筋方法， 其特征在于， 包括以下步骤：
a、 墙体基层处理；
b, 激光水平仪调整方正；
c、 测量墙体基层水平两端至控制线的距离；
d、 ^算墙体基层近端的抹灰厚度； f、 冲筋；
所述步骤 b激光水平仪调整方正是指找出各个阴角处地面上的两条控 打出两个与该阴角处两条控制线 一对应重合的投影面；
所述步骤 C测量墙体基层水平两端至控制线的距离是指取任意两面相 对墙体基层各自的水平两端，分别测量所述水平两端至相应投影面的距离， 所述水平两端中至相应投影面距离较大的为墙体基层的远端， 较小的为墙 体基层的近端， 记下每面所述墙体基层的近端至相应投影面的距离；
所述步骤 d i十算墙体基层近端的抹灰厚度是指， 首先^算相对两面墙 体基层的开间进深尺寸， 即所述墙体基层抹灰完成后的墙面的设什距离， 所述开间进深尺寸等于相对的墙体基层的工程设计距离减去 2倍的标准抹 灰厚度； 然后计算所述墙体基层的净空尺寸， 所述净空尺寸等于步骤 c中 测得的相对两面墙体基层的近端至相应投影面的距离之和加上所述墙体基 层相应的投影面之间的距离； 最后用净空尺寸减去开间进深尺寸， 即得所 述相对两个墙体基层近端的总抹灰厚度， 取总抹灰厚度的一半即为每个所 述墙体基层的近端抹灰厚度；
所述步骤 e打标准点是指， 首先计算冲筋预留高度， 所述冲筋预留高 度等于墙体基层近端至相应投影面的距离减去近端抹灰厚度和筋条厚度； 然后在所述墙体基层安装冲筋螺丝并调节冲筋螺丝高度， 即用标尺的头部 垂直靠近冲筋螺丝至投影面在标尺上的读数等于冲筋预留高度， 调节冲筋 螺丝高度至标尺的头部， 由于同一墙体基层上的冲筋预留高度相同， 按照 上述方法在所述墙体基层水平每隔 L5米 4.8米安装一个冲筋螺丝并调节冲 筋螺丝高度， 使墙体基层横向布置多个作为标准参考点的冲筋螺丝。
所述步骤 f冲筋是指， 用激光水平仪打出竖直、 与一个步骤 e所述诈 为标准参考点的冲筋螺丝的头部相切的投影面， 沿该冲筋螺丝的纵向间隔 安装多个冲筋螺丝， 调节这些冲筋螺丝至其头部与所述投影面相切， 使同 一竖直线上的冲筋螺丝头部在保持在同一高度， 然后将冲筋筋条安装在这 些冲筋螺丝上， 即完成一个冲筋螺丝标准参考点上的筋条安装； 依照上述 方法逐个进行其他标准参考点上的筋条安装， 即完成内墙相对两面墙体基 层的冲筋， 最后按照同样步骤完成其他相对的墙体基层的冲筋。
本发明一种内墙冲筋方法提供了确定墙体基层近端的厚度的方法， 并 利用激光水平仪及标尺， 精确^算、 控制墙体基层横向各个标准点的冲筋 高度， 又利用激光水平仪确定标准点纵向各个冲筋螺丝的位置与高度， 将 筋条安装在所述冲筋螺丝上即完成冲筋。 与现有技术相比， 本发明能在精 确控制^筋高度，满足开间进深尺寸要求， 同时保证抹灰后墙面的方正度， 避免了因墙体基层的方正度不足影响抹灰后墙面的方正度； 激光水平仪的 应用有利于测量距离和冲筋螺丝纵向定位， 操作简单、 使用方便， 降低了 对施工人员技术水平的依赖， 提高了施工效率； 方便材料的预算， 控制成 本， 容易把握整体质量， 减少整改风险， 省工省料， 为抹灰准备。
下面结合附图和具体实施方式， 对本实用新型诈进一步地详细说明： 图 1为相对两面墙体基层的近端 B在同侧时内墙的尺寸示意图。
图 2为相对两面墙体基层的近端 B在异侧时内墙的尺寸示意图。 具体实施方式
为方便描述， 本实施例中只对图 1和图 2其中上下两面相对墙体基层 的冲筋控制进行说明，另外两面墙体基层可按照同样的步骤进行冲筋控制。
本发明一种内墙冲筋方法包括以下步骤： a, 墙体基层处理； b、 激光 水平仪调整方正； c.、 测量墙体基层水平两端至控制线的距离； d、 计算墙 体基层近端的抹灰厚度； e、 打标准点； f、 冲筋。
a, 墙体基层处理， 即清理墙体基层表面的污垢， 敲除墙体基层表面的 废弃的木模板、 钢筋、 混凝土块等， 对凸出部分进行磨平， 保证打冲筋螺 丝位置无杂物干扰。
b、激光水平仪调整方正， 即找出各个阴角处地面上两条控制线 L的十 字交点， 将激光水平仪定位在该交点上， 用激光水平仪分别打出两个与所 述控制线 L一一重合的投影面， 校正投影面的方正度， 这样， 每面墙体基 层都对应有竖直的投影面。 所述控制线 L是指砌筑工程时标于地面上的墙 体基层的参考线， 与墙体基层的设计距离为 30cm， 阴角处的控制线 L相互 垂直， 以保证墙体基层的方正度。 由于砌筑工程中的误差， 实际砌筑的墙 体基层不能保证完全依照控制线 L砌筑， 墙体基层的方正度难以保证， 若 按照常规冲筋抹灰方法， 墙体基层上的抹灰厚度都相同， 冲筋抹灰后墙面 的方正度及尺寸不符合设计要求， 而本发明可避免墙体基层砌筑误差的影 响， 控制冲筋高度， 使抹灰后的墙面符合设计要求。
c, 测量墙体基层首尾两端至控制线 L的距离， 即取任意两面相对墙体 基层各自的水平两端， 分别测量所述水平两端至相应投影面 （即控制线 L) 的距离， 所述水平两端中至相应投影面距离较大的为墙体基层的远端 A， 较小的为墙体基层的近端 B, 记下每面所述墙体基层的近端 B至相应投影 面 （即控制线 L) 的距离（：。
砌筑施工时， 相对两面墙体基层相对控制线 L的倾斜情况有两种， 如 图 1和图 2所示， 图 1中上下相对两面墙体基层均斜向各自的控制线 L的 左侧， 即相对两面墙体基层的近端 B在同恻； 图 2中上下相对两面墙体基 层分别斜向各自的控制线 L的左侧和右侧， 即相对两面墙体基层的近端 B 在异侧。 无论哪种情况， 本发明内墙冲筋控制的方法均可适用。
测量时， 用标尺头部垂直顶住墙体基层， 读出投影面在标尺上的读数， 即得墙体基层至控制线 L的距离， 依照该方法测出各个墙体基层近端 B和 远端 A至控制线 L的距离。
(1、计算墙体基层近端的抹灰厚度， 首先计算相对两个墙体基层的开间 进深尺寸 H， 即所述墙体基层抹灰完成后的墙面的设计距离， 如图 1和图 2所示， 所述开间进深尺寸 H等于相对的墙体基层的工程设什距离减去 2 倍的标准抹灰厚度， 所述标准抹灰厚度优选为 i6mm; 然后计算净空尺寸， 所述净空尺寸等于步骤 c中测得的相对两个墙体基层的近端 B至每个墙体 基层相应投影面的距离 C之和加上所述墙体基层相应的投影面之间的距离 So最后 净空尺寸减去开间进深尺寸 H， 即得所述两个相对墙体基层近端 B的总抹灰厚度， 取总抹灰厚度的一半即为每个墙体基层近端 B的抹灰厚 度0， 标注在墙体基层的近端] B上。
e、 打标准点， 步骤 d确定了墙体基层近端的抹灰厚度 D， 也就是冲筋 高度， 在本发明中， 所用的冲筋模具由常规的冲筋螺丝和冲筋筋条构成， 冲筋螺丝可安装在墙体基层上且高度可根据需要调整， 保证安装冲筋筋条 后与抹灰厚度 D—致。 打标准点步骤如下： 首先计算各个墙体基层的冲筋 预留高度， 所述冲筋预留高度等于墙体基层近端 B至相应投影面的距离 C 减去近端抹灰厚度 D和筋条厚度， 即冲筋预留高度与冲筋螺丝高度之和为 墙体基层近端 B至相应投影面的距离 C; 然后在所述墙体基层安装冲筋螺 丝， 即在墙体基层上打定位孔， 塞入胶塞， 将冲筋螺丝拧入所述胶塞中。 随后调节冲筋螺丝高度， 即] ¾标尺的头部垂直靠近冲筋螺丝至投影面在标 尺上的读数等于冲筋预留高度， 调节冲筋螺丝高度至标尺的头部， 由于同 一墙体基层上的冲筋预留高度相同， 按照上述方法在所述墙体基层水平每 隔 1.5米 -1.8米安装一个冲筋螺丝并调节冲筋螺丝高度， 使墙体基层横向 布置多个作为标准参考点的冲筋螺丝。 这样， 墙体基层上橫向均布多个作 为标准点的冲筋螺丝。 采用冲筋预留高度的优点在于， 避免了计算墙体基 层上各个冲筋螺丝的高度的繁琐过程， 由于同一墙体基层上的冲筋螺丝的 预留高度都是相同的， 安装时只需将冲筋螺丝调节至与冲筋预留高度相应 的位置， 现场操作方便准确， 极大提高了打标准点的效率， 定值定量地保 证了墙面方正度及尺寸。
ί\ 冲筋， 是指用激光水平仪打出竖直、 与一个步骤 e所述作为标准参 考点的冲筋螺丝的头部相切的投影面， 沿该冲筋螺丝的纵向间隔安装多个 冲筋螺丝，所述间隔距离为 50cra。调节这些冲筋螺丝至其头部与所述投影 面相切， 使同一竖直线上的冲筋螺丝头部保持在同一高度， 然后将冲筋筋 条安装在所述冲筋螺丝上，即完成一个冲筋螺丝标准参考点上的筋条安装; 随后逐个进行其他标准参考点上的筋条安装， 即完成内墙相对两面墙体基 层的冲筋， 最后按照同样步骤完成其他相对的墙体基层的冲筋。 复核筋条 垂直度， 调节局部冲筋螺丝以符合验收标准。

Claims

一种内墙冲筋方法， 其特征在于， 包括以下步骤：
a、、 墙体基层处理；
b、 激光水平仪调整方正；
c、 测量墙体基层水平两端至控制线的距离；
d、 什算墙体基层近端的抹灰厚度；
e、 标准点；
f、 冲筋；
所述步骤 b激光水平仪调整方正是指找出各个阴角处地面上的两条控 制线（L) 的十字交点， 将激光水平仪逐一定位在该交点上， 用激光水平仪 分别打出两个与该阴角处两条控制线一一对应重合的投影面；
所述步骤 c测量墙体基层水平两端至控制线的距离是指取任意两面相 对墙体基层各自的水平两端，分别测量所述水平两端至相应投影面的距离， 所述水平两端中至相应投影面距离较大的为墙体基层的远端 （A)， 较小的 为墙体基层的近端 （B )， 记下每面所述墙体基层的近端 （B ) 至相应投影 面的距离 （C );
所述步骤 d计算墙体基层近端的抹灰厚度是指， 首先计算相对两面墙 体基层的开间进深尺寸 （H) , 即所述墙体基层抹灰完成后的墙面的设计距 离， 所述开间进深尺寸 （H) 等于相对的墙体基层的工程设 距离减去 2 倍的标准抹灰厚度； 然后计算所述墙体基层的净空尺寸， 所述净空尺寸等 于步骤 c中测得的相对两面墙体基层的近端至相应投影面的距离（C)之和 加上所述墙体基层相应的投影面之间的距离 （S ); 最后用净空尺寸减去开 间进深尺寸 （H)， 即得所述相对两个墙体基层近端的总抹灰厚度， 取总抹 灰厚度的一半即为每个所述墙体基层的近端抹灰厚度 （ D )；
所述步骤 e打标准点是指，首先计算冲筋预留高度，所述冲筋预留高度 等于墙体基层近端至相应投影面的距离 （C) 减去近端抹灰厚度 （D) 和筋 条厚度； 然后在所述墙体基层安装冲筋螺丝并调节冲筋螺丝高度， 即^标 尺的头部垂直靠近冲筋螺丝至投影面在标尺上的读数等于冲筋预留高度， 调节冲筋螺丝高度至标尺的头部， 由于同一墙体基层上的冲筋预留高度相 同， 按照上述方法在所述墙体基层水平每隔 L5米- 1.8米安装一个冲筋螺丝 并调节冲筋螺丝高度， 使墙体基层横向布置多个作为标准参考点的冲筋螺 丝。
所述步骤 f 冲筋是指， 用激光水平仪打出竖直、 与一个步骤 e所述作 为标准参考点的冲筋螺丝的头部相切的投影面， 沿该冲筋螺丝的纵向间隔 安装多个冲筋螺丝， 调节这些冲筋螺丝至其头部与所述投影面相切， 使同 一竖直线上的冲筋螺丝头部在保持在同一高度， 然后将冲筋筋条安装在这 些冲筋螺丝上， 即完成一个冲筋螺丝标准参考点上的筋条安装； 依照上述 方法逐个进行其他标准参考点上的筋条安装， 即完成内墙相对两面墙体基 层的冲筋， 最后按照同样步骤完成其他相对的墙体基层的冲筋。
2、 根据权利要求 1所述的一种内墙冲筋方法， 其特征在于： 所述步骤 a 墙体基层处理是指清理墙体基层污垢， 敲除墙体基层表面上的木模版、 钢筋和混凝土块， 磨平不平整部分。
3、 根据权利要求 1所述的一种内墙冲筋方法， 其特征在于： 所述步骤 算抹灰厚度中所述标准抹灰厚度为 16mm。
4、 根据权利要求 1所述的一种内墙冲筋方法， 其特征在于： 所述步骤 e 打标准点的冲筋螺丝的安装方法如下： 在墙体基层上打定位孔， 塞入胶 塞， 将冲筋螺丝拧入所述胶塞中。
5、 根据权利要求 1所述的一种内墙^筋方法， 其特征在于： 所述步骤 f冲筋中冲筋螺丝的纵向间隔距离为 50cm。
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