GB190813189A - Improved Method of Tunnelling Under Streets, Roads, Squares, Tracks and the like Surfaces of the Ground. - Google Patents

Improved Method of Tunnelling Under Streets, Roads, Squares, Tracks and the like Surfaces of the Ground.

Info

Publication number
GB190813189A
GB190813189A GB190813189DA GB190813189A GB 190813189 A GB190813189 A GB 190813189A GB 190813189D A GB190813189D A GB 190813189DA GB 190813189 A GB190813189 A GB 190813189A
Authority
GB
United Kingdom
Prior art keywords
tunnel
roof
planks
beams
girders
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.)
Expired
Application number
Inventor
Jens Knudsen
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Application granted granted Critical
Publication of GB190813189A publication Critical patent/GB190813189A/en
Expired legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
    • E02D29/05—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them at least part of the cross-section being constructed in an open excavation or from the ground surface, e.g. assembled in a trench
    • E02D29/055—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them at least part of the cross-section being constructed in an open excavation or from the ground surface, e.g. assembled in a trench further excavation of the cross-section proceeding underneath an already installed part of the structure, e.g. the roof of a tunnel

Abstract

13,189. Knudsen, J. June 20. Excavating, methods of.-In a method of tunnelling under roads &c., a trench is first made in the ground to the depth of the under surface of the roof of the tunnel, the roof is made on the bottom of the trench, the surface of the road is re-made on the roof, and the tunnel is excavated under the roof. Before or after the trench is made, two rows of girders e are driven into the ground, the tops projecting slightly into the space to be occupied by the roof. Between the girders e two or more rows of piles x are driven with their heads a little below the levelled earth, to accommodate beams z which are placed longitudinally on them. Concrete a for the roof is then placed on the levelled earth and is covered with a layer of tarred felt or the like c and finally by a thin layer of cement-concrete d. The road surface is then re-made. After the concrete has set, a drift with sloping sides is made to about half the depth of the tunnel so that the piles x and beams z become exposed. The upper ends of each transverse pair of piles x are then connected by cross-beams y, and the entire cross-section of the tunnel is gradually removed. When the girders e are exposed, planks m are inserted longitudinally between them, forming walls. The walls and bottom of the tunnel are covered with a thin layer of concrete n on which tarred felt is placed, and the side walls o are then made. When these have set, the piles x and beams y, z are removed and the floor is made. In a modified method, after the roof has been made, preferablv on a layer of planks, a drift is excavated to the bottom of the tunnel and planks f and struts g are put in place. Scaffolds p, which may be provided with screw spindles k, are next inserted on sleepers h and support girders i and beams j. The props g and planks f are then removed and the excavation proceeded with, planks m being placed between the girders e. The scaffolds p are finally removed, and the tunnel is completed.
GB190813189D 1908-06-20 1908-06-20 Improved Method of Tunnelling Under Streets, Roads, Squares, Tracks and the like Surfaces of the Ground. Expired GB190813189A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB190813189T 1908-06-20

Publications (1)

Publication Number Publication Date
GB190813189A true GB190813189A (en) 1909-02-11

Family

ID=32437650

Family Applications (1)

Application Number Title Priority Date Filing Date
GB190813189D Expired GB190813189A (en) 1908-06-20 1908-06-20 Improved Method of Tunnelling Under Streets, Roads, Squares, Tracks and the like Surfaces of the Ground.

Country Status (1)

Country Link
GB (1) GB190813189A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3443040A1 (en) 1984-11-26 1986-06-05 Gerhard Dr.-Ing. Puch Salzburg Sauer METHOD FOR PRODUCING UNDERGROUND CONSTRUCTIONS BY MEANS OF DOOR STOCK LID CONSTRUCTION
FR2869052A1 (en) * 2004-04-16 2005-10-21 Francois Chalons Non prefabricated safety engineering structure i.e. safety bridge, has reinforced concrete and parallelepiped deck slab that is cast directly, in functional position, in temporary support on ground which is prepared consequently
CN103696438A (en) * 2014-01-15 2014-04-02 李涛 Double-amplitude type hybrid construction method for underground engineering
CN108150190A (en) * 2018-01-08 2018-06-12 兰州理工大学 Unevenly-pressured shallow tunnel rock crusher section excavates safeguard structure and construction method
CN108951702A (en) * 2018-08-01 2018-12-07 四川兴昌建设工程有限公司 A kind of construction method of pipe gallery

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3443040A1 (en) 1984-11-26 1986-06-05 Gerhard Dr.-Ing. Puch Salzburg Sauer METHOD FOR PRODUCING UNDERGROUND CONSTRUCTIONS BY MEANS OF DOOR STOCK LID CONSTRUCTION
FR2869052A1 (en) * 2004-04-16 2005-10-21 Francois Chalons Non prefabricated safety engineering structure i.e. safety bridge, has reinforced concrete and parallelepiped deck slab that is cast directly, in functional position, in temporary support on ground which is prepared consequently
CN103696438A (en) * 2014-01-15 2014-04-02 李涛 Double-amplitude type hybrid construction method for underground engineering
CN108150190A (en) * 2018-01-08 2018-06-12 兰州理工大学 Unevenly-pressured shallow tunnel rock crusher section excavates safeguard structure and construction method
CN108951702A (en) * 2018-08-01 2018-12-07 四川兴昌建设工程有限公司 A kind of construction method of pipe gallery

Similar Documents

Publication Publication Date Title
GB190813189A (en) Improved Method of Tunnelling Under Streets, Roads, Squares, Tracks and the like Surfaces of the Ground.
CN108316344A (en) A kind of construction method of subway station hall layer
Marshall et al. The construction of houses
Prentis et al. Underpinning: its practice and applications
León et al. Design of stone masonry bridges in European treatises: part 2–the construction process
US902973A (en) Method of tunneling under streets, roads, squares, tracks, and the like.
US620101A (en) Art of constructing tunnels
VINER BRADY FOLKESTONE WARREN LANDSLIPS: REMEDIAL MEASURES, 1948-1954.
Mitchell et al. Brickwork and Masonry: A Practical Text Book for Students, and Those Engaged in the Design and Execution of Structures in Brick and Stone
Meem The bracing of trenches and tunnels, with practical formulas for earth pressures
Ramm Roman York: excavations in 1955
Boháčová et al. Reconstruction of the Historic Bridge Located in Portz Insel
Burland et al. The historical underpinning of Winchester Cathedral–Heroic or horrific?
US817657A (en) Art or process of lowering river-tunnels.
Pryke The Pynford underpinning method
YOUNG A METHOD OF UNDERPINNING AND TUNNELLING UNDER TENEMENTS.
Rachkov et al. Experience of strengthening the soil base with parallel lifting of the foundation structure
COPPERTHWAITE et al. CORRESPONDENCE. ALFRETON SECOND TUNNEL AND THE RECONSTRUCTION OF MONCREIFFE TUNNEL.
Hasley Railway masonry and bridge foundations
GEORGE THE RECONSTRUCTION OF BATH ROAD VIADUCT, SHEPTON MALLET.(INCLUDES PLATES AND PHOTOGRAPHS).
Reid et al. The Scottish Exhibition Centre
de B. Parsons Underpinning Trinity Vestry Building for Subway Construction
Hutchison Traditional methods of support
LYNDE The Foundation of the Manchester Ship-Canal Grain-Elevator.
HAY THE WATERLOO AND CITY RAILWAY.(INCLUDING PLATES AT BACK OF VOLUME).