Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Construction method suitable for inlaying of deep pile cap
The invention discloses a construction method suitable for inlaying of a deep pile cap. Firstly, after surface cleaning is conducted on a site, vertical anchor rod construction is conducted, and related detection and acceptance are completed; constructing a bottom horizontal reinforcing steel bar reinforcing mesh, and checking and accepting the bottom horizontal reinforcing steel bar reinforcing mesh; positioning the construction position of the pile foundation, pre-embedding a pile foundation positioning pile casing so as to position the pile foundation, and reinforcing and positioning the pile foundation positioning pile casing through a plurality of positioning frames; formwork installation is carried out, rubble concrete construction is carried out after formwork installation acceptance check, rubble concrete construction is platform division construction from top to bottom, and the free side from bottom to top is step-shaped inward contraction; the pile foundation positioning pile casings are heightened layer by layer along with lifting of the rubble concrete; repeating the steps until reaching the bottom surface of the bearing platform; pile foundation operation construction is conducted, and a pile foundation is located in the pile foundation positioning pile casing for construction; and carrying out bearing platform construction. According to the method, the construction quality and the construction progress are effectively improved, and the defect that the abrupt slope cannot be effectively treated in traditional construction is overcome.
本发明公开了一种适用于深桩承台嵌补的施工方法；首先对场地进行清表后，进行竖向锚杆施工，并完成相关检测与验收；进行底部水平钢筋加强网片施工，并进行检查与验收；定位桩基施工的位置，应预埋桩基定位护筒以便进行桩基的定位，桩基定位护筒通过多个定位架进行加固定位；进行模板安装，模板安装验收后进行片石混凝土施工，片石混凝土施工为自上而下的分台施工，自下而上临空侧为台阶状内收；桩基定位护筒随着片石混凝土的抬升逐层接高；从复上述步骤直至承台底面；进行桩基作业施工，桩基位于桩基定位护筒内施工；进行承台施工。本发明有效提高了施工质量及施工进度的做强点，并解决了传统施工中无法有效对陡坡处治的弱点。
Construction method suitable for inlaying of deep pile cap
The invention discloses a construction method suitable for inlaying of a deep pile cap. Firstly, after surface cleaning is conducted on a site, vertical anchor rod construction is conducted, and related detection and acceptance are completed; constructing a bottom horizontal reinforcing steel bar reinforcing mesh, and checking and accepting the bottom horizontal reinforcing steel bar reinforcing mesh; positioning the construction position of the pile foundation, pre-embedding a pile foundation positioning pile casing so as to position the pile foundation, and reinforcing and positioning the pile foundation positioning pile casing through a plurality of positioning frames; formwork installation is carried out, rubble concrete construction is carried out after formwork installation acceptance check, rubble concrete construction is platform division construction from top to bottom, and the free side from bottom to top is step-shaped inward contraction; the pile foundation positioning pile casings are heightened layer by layer along with lifting of the rubble concrete; repeating the steps until reaching the bottom surface of the bearing platform; pile foundation operation construction is conducted, and a pile foundation is located in the pile foundation positioning pile casing for construction; and carrying out bearing platform construction. According to the method, the construction quality and the construction progress are effectively improved, and the defect that the abrupt slope cannot be effectively treated in traditional construction is overcome.
本发明公开了一种适用于深桩承台嵌补的施工方法；首先对场地进行清表后，进行竖向锚杆施工，并完成相关检测与验收；进行底部水平钢筋加强网片施工，并进行检查与验收；定位桩基施工的位置，应预埋桩基定位护筒以便进行桩基的定位，桩基定位护筒通过多个定位架进行加固定位；进行模板安装，模板安装验收后进行片石混凝土施工，片石混凝土施工为自上而下的分台施工，自下而上临空侧为台阶状内收；桩基定位护筒随着片石混凝土的抬升逐层接高；从复上述步骤直至承台底面；进行桩基作业施工，桩基位于桩基定位护筒内施工；进行承台施工。本发明有效提高了施工质量及施工进度的做强点，并解决了传统施工中无法有效对陡坡处治的弱点。
Construction method suitable for inlaying of deep pile cap
一种适用于深桩承台嵌补的施工方法
WU LIFENG (Autor:in) / WANG YONG (Autor:in) / WU YONG (Autor:in) / ZHOU JIWEI (Autor:in) / ZHANG PING (Autor:in) / LI PUKAI (Autor:in) / LI ZHIGANG (Autor:in) / ZHANG ZEWEN (Autor:in) / DUAN YULONG (Autor:in) / LI MEI (Autor:in)
07.07.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
Waterproof slurry suitable for tile inlaying engineering
| Europäisches Patentamt | 2023
Pavement core drilling hole inlaying device and inlaying process thereof
| Europäisches Patentamt | 2024
Cantilever structure fragment hoisting and air inlaying combined construction method
| Europäisches Patentamt | 2023
Inlaying section construction method and device, computer equipment and storage medium
| Europäisches Patentamt | 2023