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A platform for research: civil engineering, architecture and urbanism
Grouting construction method
The invention provides a grouting construction method. The grouting construction method comprises the steps: firstly, a stratum detector is adopted to detect the shape of an opening section of a crackand the depth of the crack to form a three-dimensional modeling function of the crack, in the process, the stratum detector scans the opening end face and the three-dimensional shape of the crack togenerate a first profile curve, a second profile section shape and a bottom layer crack end curve of the section, and finally a crack modeling curve function G (G1, G2, G3, D, H) is generated, whereinin the formula, G1 represents a first profile curve function, G2 represents a second profile curve function, G3 represents a bottom layer crack end curve function, D represents the straight line length in the crack horizontal direction, that is, the straight line length at the head and tail ends of the crack, the straight line length in the crack horizontal direction is set to be less than or equal to 5m, and H represents the vertical distance of each point on the bottom crack end curve from the plane of a crack opening.
本发明提供一种灌浆施工方法，本发明灌浆施工方法，首先采用地层探测仪对裂缝的开口截面形状及裂缝的深度进行探测，形成裂缝的三维造型函数，在该过程中，地层探测仪对裂缝的开口端面及三维外形进行扫描生成截面的第一外形曲线、第二外形截面形状，以及底层裂缝端部曲线，并最终生成裂缝造型曲线函数G(G1，G2，G3，D，H)，式中，G1表示第一外形曲线函数，G2表示第二外形曲线函数，G3表示底层裂缝端部曲线函数，D表示裂缝水平方向的直线长度，也即裂缝的首尾两端直线长度，并且，设定裂缝水平方向的直线长度小于等于5m，H表示底层裂缝端部曲线上每个点与裂缝开口所在平面的竖直距离。
Grouting construction method
The invention provides a grouting construction method. The grouting construction method comprises the steps: firstly, a stratum detector is adopted to detect the shape of an opening section of a crackand the depth of the crack to form a three-dimensional modeling function of the crack, in the process, the stratum detector scans the opening end face and the three-dimensional shape of the crack togenerate a first profile curve, a second profile section shape and a bottom layer crack end curve of the section, and finally a crack modeling curve function G (G1, G2, G3, D, H) is generated, whereinin the formula, G1 represents a first profile curve function, G2 represents a second profile curve function, G3 represents a bottom layer crack end curve function, D represents the straight line length in the crack horizontal direction, that is, the straight line length at the head and tail ends of the crack, the straight line length in the crack horizontal direction is set to be less than or equal to 5m, and H represents the vertical distance of each point on the bottom crack end curve from the plane of a crack opening.
本发明提供一种灌浆施工方法，本发明灌浆施工方法，首先采用地层探测仪对裂缝的开口截面形状及裂缝的深度进行探测，形成裂缝的三维造型函数，在该过程中，地层探测仪对裂缝的开口端面及三维外形进行扫描生成截面的第一外形曲线、第二外形截面形状，以及底层裂缝端部曲线，并最终生成裂缝造型曲线函数G(G1，G2，G3，D，H)，式中，G1表示第一外形曲线函数，G2表示第二外形曲线函数，G3表示底层裂缝端部曲线函数，D表示裂缝水平方向的直线长度，也即裂缝的首尾两端直线长度，并且，设定裂缝水平方向的直线长度小于等于5m，H表示底层裂缝端部曲线上每个点与裂缝开口所在平面的竖直距离。
Grouting construction method
一种灌浆施工方法
CHEN LU (author) / ZHAN JIE (author) / ZHONG LUXIA (author) / HUANG MEIRUN (author) / CHEN SHENG (author)
2020-04-10
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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