JP2016006295A5 - - Google Patents

Download PDF

Info

Publication number
JP2016006295A5
JP2016006295A5 JP2015204710A JP2015204710A JP2016006295A5 JP 2016006295 A5 JP2016006295 A5 JP 2016006295A5 JP 2015204710 A JP2015204710 A JP 2015204710A JP 2015204710 A JP2015204710 A JP 2015204710A JP 2016006295 A5 JP2016006295 A5 JP 2016006295A5
Authority
JP
Japan
Prior art keywords
shield excavation
wall body
shield
constructed
shaped steel
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2015204710A
Other languages
Japanese (ja)
Other versions
JP2016006295A (en
JP6162772B2 (en
Filing date
Publication date
Application filed filed Critical
Priority to JP2015204710A priority Critical patent/JP6162772B2/en
Priority claimed from JP2015204710A external-priority patent/JP6162772B2/en
Publication of JP2016006295A publication Critical patent/JP2016006295A/en
Publication of JP2016006295A5 publication Critical patent/JP2016006295A5/ja
Application granted granted Critical
Publication of JP6162772B2 publication Critical patent/JP6162772B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Description

つまり、図２２、図２３に示すように、例えばＳＭＷ工法によれば、立坑２００の壁体２０１は、Ｈ型鋼或いは箱形鋼などの鋼部材１０１とされる打込部材にて構築されているが、その一部であるシールド掘進機３００により切削可能なシールド掘削用壁体２０３は、細長形状の縦方向に延在するシールド掘削用繊維補強材１を横方向に所定の間隔にて配列して構成される土留め壁材１００で構築される。シールド掘削用繊維補強材１としては、従来種々の構造が提案されている。 That is, as shown in FIGS. 22 and 23, according to, for example, the SMW method, the wall body 201 of the shaft 200 is constructed by a driving member that is a steel member 101 such as H-shaped steel or box-shaped steel. However, the shield excavation wall body 203 that can be cut by the shield excavator 300, which is a part of the shield excavation wall body 203, is formed by arranging the shield excavation fiber reinforcements 1 extending in the longitudinal direction at predetermined intervals in the lateral direction. It is constructed with the earth retaining wall material 100 configured as described above. Various structures have been proposed for the shield excavation fiber reinforcement 1.

JP2015204710A 2015-10-16 2015-10-16 Shield excavation wall Active JP6162772B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2015204710A JP6162772B2 (en) 2015-10-16 2015-10-16 Shield excavation wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2015204710A JP6162772B2 (en) 2015-10-16 2015-10-16 Shield excavation wall

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP2011243743A Division JP5846863B2 (en) 2011-11-07 2011-11-07 Shield excavation wall

Publications (3)

Publication Number Publication Date
JP2016006295A JP2016006295A (en) 2016-01-14
JP2016006295A5 true JP2016006295A5 (en) 2016-02-25
JP6162772B2 JP6162772B2 (en) 2017-07-12

Family

ID=55224840

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2015204710A Active JP6162772B2 (en) 2015-10-16 2015-10-16 Shield excavation wall

Country Status (1)

Country Link
JP (1) JP6162772B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110905536A (en) * 2019-12-12 2020-03-24 中铁十二局集团有限公司 Construction method for receiving complex stratum earth pressure shield in underground excavation tunnel

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3281422B2 (en) * 1992-09-02 2002-05-13 嘉司 松本 Construction method of shaft and new material concrete wall using new material precast concrete
JP2829702B2 (en) * 1994-02-04 1998-12-02 鹿島建設株式会社 Round mountain retaining method
JP4093415B2 (en) * 2003-09-18 2008-06-04 鹿島建設株式会社 New material concrete wall
JP4634297B2 (en) * 2005-12-27 2011-02-16 新日鉄マテリアルズ株式会社 Cutable laminated retaining wall material

Similar Documents

Publication Publication Date Title
MX2016014980A (en) Vehicle body component.
MA53597A (en) BUMPER BEAM WITH STEEL REINFORCEMENT
MX2017003394A (en) Hydraulic noise suppressor and method for handling a hydraulic noise suppressor.
PH12017500049A1 (en) Building block for wall construction
MX2017007473A (en) Stabilizer.
ZA201804851B (en) Geosynthetic reinforced wall panels comprising soil reinforcing members
FR3032727B1 (en) GEOTEXTILE OF REINFORCEMENT, EROSION CONTROL AND VEGETATION AID
MX2017003686A (en) Vehicle bumper assembly.
EA202090374A3 (en) ROAD SURFACE CONTAINING REINFORCEMENT STRUCTURE
JP2016006295A5 (en)
PH12018500730A1 (en) Rc member joining structure
ZA201803109B (en) Vehicle underbody structure comprising a reinforcement element between a longitudinal beam and a lowerside sill part
USD852852S1 (en) Excavator
EA201792208A1 (en) CONNECTING ELEMENT BETWEEN BALLET ELEMENTS AND COLUMN ELEMENTS PERFORMED FROM COMBINED REINFORCED CONCRETE
EP2924189A3 (en) Formwork girder
PT3538711T (en) Construction reinforcement with protruding reinforcements
CL2018001665A1 (en) Foaming additive for soil conditioning in the presence of mechanical excavation for tunnel construction
SI3475488T1 (en) Method for reinforcing foundation soils
ZA202107377B (en) Tunnel having integrated lateral reinforcements
CL2019001460A1 (en) Armor element.
GB2569186B (en) Method for the reinforcement of masonry structures
GB2532882A8 (en) Tool and method for preventing a gear from turning
CN302308952S (en) Cab for construction machinery
JP2017040096A5 (en)
JP2019019539A5 (en)