A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
SLOPE REINFORCEMENT METHOD
PROBLEM TO BE SOLVED: To provide a slope reinforcement method which can shorten the construction time.SOLUTION: A slope reinforcement method includes: a step of assembling a mold frame; a step of casting an anchor; a step of installing the mold frame; a step of arranging an upper side reinforcing-bar; and a step of filling concrete or mortar. In the assembling step, first to fourth side plates are temporarily placed, and these side plates are connected by an upper connection bar and a lower connection bar. The lower reinforcing-bar is fixed to the lower connection bar. On the other hand, in the reinforcing-bar arrangement step, the upper reinforcing-bar is fixed to the upper connection bar of one mold frame, the upper connection bar of the other mold frame adjacent to the mold frame and the anchor.SELECTED DRAWING: Figure 1
【課題】施工時間を短縮化することができる法面補強工法とする。【解決手段】法面補強工法について、型枠の組立て工程、アンカーの打設工程、型枠の設置工程、上側鉄筋の配筋工程、コンクリート又はモルタルの充填工程を有するものとする。組立て工程においては、第１〜４の側板を仮置きし、これらの側板を上側連結筋及び下側連結筋で連結する。また、下側連結筋には下側鉄筋を固定する。他方、配筋工程においては、上側鉄筋を、一の型枠の上側連結筋、当該型枠に隣接する他の型枠の上側連結筋、及びアンカーに固定する。【選択図】図１
SLOPE REINFORCEMENT METHOD
PROBLEM TO BE SOLVED: To provide a slope reinforcement method which can shorten the construction time.SOLUTION: A slope reinforcement method includes: a step of assembling a mold frame; a step of casting an anchor; a step of installing the mold frame; a step of arranging an upper side reinforcing-bar; and a step of filling concrete or mortar. In the assembling step, first to fourth side plates are temporarily placed, and these side plates are connected by an upper connection bar and a lower connection bar. The lower reinforcing-bar is fixed to the lower connection bar. On the other hand, in the reinforcing-bar arrangement step, the upper reinforcing-bar is fixed to the upper connection bar of one mold frame, the upper connection bar of the other mold frame adjacent to the mold frame and the anchor.SELECTED DRAWING: Figure 1
【課題】施工時間を短縮化することができる法面補強工法とする。【解決手段】法面補強工法について、型枠の組立て工程、アンカーの打設工程、型枠の設置工程、上側鉄筋の配筋工程、コンクリート又はモルタルの充填工程を有するものとする。組立て工程においては、第１〜４の側板を仮置きし、これらの側板を上側連結筋及び下側連結筋で連結する。また、下側連結筋には下側鉄筋を固定する。他方、配筋工程においては、上側鉄筋を、一の型枠の上側連結筋、当該型枠に隣接する他の型枠の上側連結筋、及びアンカーに固定する。【選択図】図１
SLOPE REINFORCEMENT METHOD
法面補強工法
FUTAMI TOSHIHIKO (author) / UENOYAMA TAKENOBU (author)
2018-06-14
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
| European Patent Office | 2019
SLOPE FACE REINFORCEMENT STRUCTURE AND SLOPE FACE REINFORCEMENT METHOD
| European Patent Office | 2017