![一种有压复合水泥风积砂浆搅拌桩成桩工艺](/CN/2018/1/109/images/201810546150.jpg)
基本信息:
- 专利标题: 一种有压复合水泥风积砂浆搅拌桩成桩工艺
- 申请号:CN201810546150.0 申请日:2018-06-01
- 公开(公告)号:CN108708372B 公开(公告)日:2019-07-16
- 发明人: 庞文台 , 樊忠成 , 孙铁军 , 罗新燕 , 程跃 , 郝爱龙 , 张龙 , 徐湘田 , 范彩霞 , 宋利春
- 申请人: 内蒙古自治区水利水电勘测设计院
- 申请人地址: 内蒙古自治区呼和浩特市呼伦南路9号
- 专利权人: 内蒙古自治区水利水电勘测设计院
- 当前专利权人: 内蒙古自治区水利水电勘测设计院
- 当前专利权人地址: 内蒙古自治区呼和浩特市呼伦南路9号
- 代理机构: 北京精金石知识产权代理有限公司
- 代理人: 张黎
- 主分类号: E02D5/46
- IPC分类号: E02D5/46 ; E02D15/04
The invention discloses a pressure composite cement eolian deposit mortar mixing pile pile-forming process. The process comprise the following steps that firstly, a pressure pump is mounted on mixingpile pile driving equipment, the height of a pile driving equipment guiding frame is decreased, and the height of the guiding frame is decreased from 20 meters to 2 meters or below; secondly, the pressure pump is connected with a material collection hopper, and after grout in the material collection hopper flows into the pressure pump, the pressure of the pressure pump is set according to the grouting depth; and thirdly, a flowmeter is additionally arranged at an outlet of the pressure pump, according to types of soil samples, the pumping pressure is adjusted, the pump output per unit time iscalculated, and the compactness required by engineering design is reached by recording and adjusting data of the flowmeter. Through the process, mixing pile equipment is improved, the pressure pump device is additionally arranged, the height of the guiding frame can be decreased from 20 meters to 2 meters, and the convenience of the equipment is greatly improved. Coal ash is added into cement grout, the construction cost is greatly reduced, the peaceability of grout is improved, grout can pass through a conveying pipeline conveniently, and construction is facilitated.
公开/授权文献:
- CN108708372A 一种有压复合水泥风积砂浆搅拌桩成桩工艺 公开/授权日:2018-10-26
IPC结构图谱:
E | 固定建筑物 |
--E02 | 水利工程;基础;疏浚 |
----E02D | 基础;挖方;填方;地下或水下结构物 |
------E02D5/00 | 基础工程专用的板桩墙,桩或其他结构构件 |
--------E02D5/22 | .桩 |
----------E02D5/24 | ..预制桩 |
------------E02D5/46 | ...采用在现场向砾石填料或土壤中压入黏结剂的方法筑桩 |