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朗读37063.doc
3 围护墙侧向变形(测斜)监测点布置应符合下列要求:
3 enclosure wall lateral deformation (dip) monitoring point arrangement shall meet the following requirements:
(1)监测点宜布置在围护墙中间部位,布置间距宜为20m~50m,每侧边监测点至少1个;
(1) the monitoring should be arranged in the middle of the enclosure wall, the appropriate distance is 20 m and 50 m, at least one of each side monitoring;
(2)监测点布置深度宜与围护墙(桩)入土深度相同。
(2) monitoring layout depth should be the same as the circumference wall capacity (pile).
4 围护墙侧向土压力监测点布置应符合下列要求:
4 enclosure wall lateral earth pressure monitoring point arrangement shall meet the following requirements:
(1)监测点宜布置在受力较大及有代表性的围护体外侧;
(1) the monitoring should be arranged on the lateral stress is larger and the representative of the body;
(2)监测点平面间距宜为20m~50m,且每侧边监测点至少1个;
(2) the appropriate monitoring plane spacing is 20 m and 50 m, and at least one of each side monitoring;
(3)监测点垂直间距宜为3m~5m,宜布置在土层中部,可预设在迎土面及迎坑面入土段的围护墙侧面。
(3) suitable for monitoring the vertical spacing of 3 m ~ 5 m, appropriate layout in central soil, presetting welcomed in soil surface and face side of the grave pit enclosure wall side.
5 围护墙内力监测点布置应符合下列要求:
5 enclosure wall internal force monitoring point arrangement shall meet the following requirements:
(1)监测点宜布置在受力较大围护墙体内;
(1) monitoring stations should be set in stress within the larger retaining wall;
(2)监测点平面间距宜为20m~50m,且每侧边监测点至少1个;
(2) the appropriate monitoring plane spacing is 20 m and 50 m, and at least one of each side monitoring;
(3)监测点竖向上宜布置在支撑点、拉锚位置、弯矩较大处,垂直间距宜为3m~5m。
(3) the appropriate on monitoring the vertical layout in the anchor, the anchor position, bending moment, with strong vertical spacing appropriate for 3 m ~ 5 m.
6 冠梁及围檩内力监测点布置应符合下列要求:
Six crown beam and wai purlin internal force monitoring point arrangement shall meet the following requirements:
(1)监测点宜布置在每侧边的中间部位、受力较大、支撑间距较大处;在竖向上监测点的位置宜保持一致;
(1) the monitoring should be arranged in the middle of each side parts, more stress, with strong support spacing; Monitoring stations in the
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