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Steel corrugated shed tunnel construction method
The invention discloses a steel corrugated shed tunnel construction method. The steel corrugated shed tunnel construction method comprises the following steps: constructing a force wall; foundation bolts are embedded in the tops of the force walls; pre-assembling steel corrugated plates to form a plurality of sections of steel corrugated arches; the multiple sections of steel corrugated arches are hoisted to foundation bolts on the top of the force wall in the longitudinal direction, and every two adjacent steel corrugated arches are in lap joint; fixing the multiple sections of steel corrugated arches which are lapped together to form a steel corrugated structure; and vertical column, hidden beam and lining construction is conducted based on the steel corrugated structure. The technical problems that the construction period is too long, the self weight is large, the rigidity is small, and the structure cannot be suitable for collapse, collapse, debris flow and earthquake high-incidence areas are solved.
本申请公开了一种钢波纹棚洞施工方法。该钢波纹棚洞施工方法包括:力墙施工;在力墙的顶部预埋地脚螺栓;采用钢波纹板预拼装形成多段钢波纹拱;将多段钢波纹拱沿纵向吊装至力墙的顶部的地脚螺栓上,并且使两两相邻的钢波纹拱搭接在一起;将搭接在一起的多段钢波纹拱进行固定,形成钢波纹结构;基于钢波纹结构进行立柱、暗梁和衬砌施工。本申请解决了施工工期过长,自重大,刚度小,且无法适用于崩塌、坍塌、泥石流以及地震高发区的技术问题。
Steel corrugated shed tunnel construction method
The invention discloses a steel corrugated shed tunnel construction method. The steel corrugated shed tunnel construction method comprises the following steps: constructing a force wall; foundation bolts are embedded in the tops of the force walls; pre-assembling steel corrugated plates to form a plurality of sections of steel corrugated arches; the multiple sections of steel corrugated arches are hoisted to foundation bolts on the top of the force wall in the longitudinal direction, and every two adjacent steel corrugated arches are in lap joint; fixing the multiple sections of steel corrugated arches which are lapped together to form a steel corrugated structure; and vertical column, hidden beam and lining construction is conducted based on the steel corrugated structure. The technical problems that the construction period is too long, the self weight is large, the rigidity is small, and the structure cannot be suitable for collapse, collapse, debris flow and earthquake high-incidence areas are solved.
本申请公开了一种钢波纹棚洞施工方法。该钢波纹棚洞施工方法包括:力墙施工;在力墙的顶部预埋地脚螺栓;采用钢波纹板预拼装形成多段钢波纹拱;将多段钢波纹拱沿纵向吊装至力墙的顶部的地脚螺栓上,并且使两两相邻的钢波纹拱搭接在一起;将搭接在一起的多段钢波纹拱进行固定,形成钢波纹结构;基于钢波纹结构进行立柱、暗梁和衬砌施工。本申请解决了施工工期过长,自重大,刚度小,且无法适用于崩塌、坍塌、泥石流以及地震高发区的技术问题。
Steel corrugated shed tunnel construction method
钢波纹棚洞施工方法
GUO JIANKUN (author) / RONG CHAO (author) / TIAN LIANMIN (author) / ZHANG FENG (author)
2023-09-29
Patent
Electronic Resource
Chinese
IPC:
E01F
ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
,
Zusätzliche Baumaßnahmen, wie die Ausstattung von Straßen oder die bauliche Ausbildung von Bahnsteigen, Landeplätzen für Hubschrauber, Wegweisern, Schneezäunen oder dgl.
/
E02D
FOUNDATIONS
,
Gründungen
/
E21D
SHAFTS
,
Schächte
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