US3472036A - Shield for constructing tunnels - Google Patents
Shield for constructing tunnels Download PDFInfo
- Publication number
- US3472036A US3472036A US699181A US3472036DA US3472036A US 3472036 A US3472036 A US 3472036A US 699181 A US699181 A US 699181A US 3472036D A US3472036D A US 3472036DA US 3472036 A US3472036 A US 3472036A
- Authority
- US
- United States
- Prior art keywords
- shield
- pressing ring
- ring
- rod
- rods
- 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 - Lifetime
Links
- 238000005096 rolling process Methods 0.000 description 5
- 238000005452 bending Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 230000000284 resting effect Effects 0.000 description 1
- 235000009566 rice Nutrition 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/06—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining
Definitions
- a shield is provided for constructing tunnels with concrete walls, the shield containing hydraulic jacks which act on a pressing ring to press against the concrete, there being provided support devices between the rods of the jacks and the pressing ring, each support device having a rod with spherical end surfaces respectively in rolling contact with an associated jack rod and the pressing ring.
- the present invention relates to constructing tunnels and, more particularly, to shields which are used in the construction of tunnels with concrete walls.
- shields for constructing tunnels with concrete walls which press the concrete dressing material by the reactive force of shield jacks by means of a pressing ring mounted behind a carrier ring of the shield.
- the pressing ring becomes warped, which results in mutual displacement of the end portions of the rods of the shield jacks and the face surface of the pressing ring, as Well as in a transverse bending of the rods, the latter eflfect sharply decreasing the efficiency of the shield jacks and even putting them out of operation due to the appearanc of intolerable deformations.
- the present invention has for its principal object the provision of contact between the jack rods and pressing ring along a rolling surface.
- support devices are mounted between the rods of the shield jacks and the pressing ring, said support devices contacting the rods and the ring along rolling surfaces.
- a roller member of the support device is essentiallya rod having spherical end surfaces, enclosed in a casing rigidly secured in the pressing ring the end surfaces contacting fiat inserts, one of which is secured to the pressing ring, and the other-to the end portion of a shield jack rod.
- a spring-loaded ferrule For centering the rod of the roller support device inside the casing thereof and for returning the rod to its initial position after it is relieved of load, a spring-loaded ferrule is employed.
- FIG. 1 is an elevation view which diagrammatically shows, partially in section, a shield, built in accordance with the present invention
- FIG. 2 is a section view which shows a support device, according to the invention.
- FIG. 3 shows the support device with the pressing ring displaced relative the shield.
- the shield of the invention (FIG. 1) comprises a housing with a knife edge and carrier rings 2. Installed in the head portion of the shield housing are horizontal platforms 3 with devices 4 disposed thereon to perform mechanized working of the face.
- ring 5 which is used for pressing against the concrete dressing material and ring 5 will hereinafter be refered to as a pressing ring, for the sake of simplicity.
- hydraulic jacks 6 Disposed in the carrier ring 2 are hydraulic jacks 6 resting against the pressing ring 5 and serving for the pressing of the dressing material.
- the pressing ring is of annular form, and, depending upon the cross-section of the tunnel, may be of any shape.
- a roller member in the device 8 is essentially a rod 9 (FIGS. 2 and 3) having spherical end surfaces 10 and 11.
- the rod 9 is mounted in a casing 12 rigidly secured in the pressing ring 5.
- a springloaded ferrule is employed, said ferrule being rigidly connected to the rod 9.
- a shield for the" construction of tunnels with concrete walls comprising: a housing including a carrier ring; a pressing ring mounted within said housing behind said carrier ring for pressing against the concrete wall; jacks supported by said carrier ring and facing said pressing ring to apply force thereto; and support devices interposed between respective jacks and said pressing ring; each support device including means with spherical surfaces respectively in rolling contact with the associated jack and said pressing ring.
- a shield as claimed in claim 1 wherein said means comprises a rod having opposite ends which are provided with said spherical surfaces, each said support device including a casing rigidly secured in said pressing ring and a pair of flat inserts for each support device, one insert being secured to said pressing ring and the other to the associated jack, said spherical surfaces being in rolling contact with said flat surfaces.
- each support device comprises a spring-loaded ferrule installed inside the respective casing for centering said rod in said casing and returning the rod to its initial position after removal of force by the jack.
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
- Lining And Supports For Tunnels (AREA)
Description
Oct. 14, 1969 v. A. KHODOSH ETAL 3,472,036
SHIELD FOR CONSTRUCTING TUNNELS Filed Jan. 19, 1968 United States Patent 01 Rice 3,472,036 Patented Oct. 14, 1969 U.S. Cl. 61-85 3 Claims ABSTRACT OF THE DISCLOSURE A shield is provided for constructing tunnels with concrete walls, the shield containing hydraulic jacks which act on a pressing ring to press against the concrete, there being provided support devices between the rods of the jacks and the pressing ring, each support device having a rod with spherical end surfaces respectively in rolling contact with an associated jack rod and the pressing ring.
The present invention relates to constructing tunnels and, more particularly, to shields which are used in the construction of tunnels with concrete walls.
Known in the prior art are shields for constructing tunnels with concrete walls, which press the concrete dressing material by the reactive force of shield jacks by means of a pressing ring mounted behind a carrier ring of the shield.
During the concrete pressing operation, especially when the shield moves along curved portions of the route, the pressing ring becomes warped, which results in mutual displacement of the end portions of the rods of the shield jacks and the face surface of the pressing ring, as Well as in a transverse bending of the rods, the latter eflfect sharply decreasing the efficiency of the shield jacks and even putting them out of operation due to the appearanc of intolerable deformations.
In the known shields the transmission of forces of the shield jacks through joints to the pressing rin does not relieve the rods of the shield jacks of the transverse bending, since at great specific pressures said joints do not provide for the radial displacement of the end portions of the jack rods with respect to the face surface of the pressing ring (cf. U.S.S.R. Authors Certificate No. 141,177, Cl. 19f, 3/02).
It is an object of the present invention to eliminate the disadvantages of the known shields.
The present invention has for its principal object the provision of contact between the jack rods and pressing ring along a rolling surface.
In the accomplishment of the above and other objects of the invention, support devices are mounted between the rods of the shield jacks and the pressing ring, said support devices contacting the rods and the ring along rolling surfaces. a
A roller member of the support device is essentiallya rod having spherical end surfaces, enclosed in a casing rigidly secured in the pressing ring the end surfaces contacting fiat inserts, one of which is secured to the pressing ring, and the other-to the end portion of a shield jack rod.
For centering the rod of the roller support device inside the casing thereof and for returning the rod to its initial position after it is relieved of load, a spring-loaded ferrule is employed.
The following detailed description of the invention is given with reference to the accompanying drawing, in which:
FIG. 1 is an elevation view which diagrammatically shows, partially in section, a shield, built in accordance with the present invention;
FIG. 2 is a section view which shows a support device, according to the invention; and
FIG. 3 shows the support device with the pressing ring displaced relative the shield.
The shield of the invention (FIG. 1) comprises a housing with a knife edge and carrier rings 2. Installed in the head portion of the shield housing are horizontal platforms 3 with devices 4 disposed thereon to perform mechanized working of the face.
Mounted behind the carrier ring is a ring 5 which is used for pressing against the concrete dressing material and ring 5 will hereinafter be refered to as a pressing ring, for the sake of simplicity.
Disposed in the carrier ring 2 are hydraulic jacks 6 resting against the pressing ring 5 and serving for the pressing of the dressing material.
The pressing ring is of annular form, and, depending upon the cross-section of the tunnel, may be of any shape.
Installed between rods 7 (FIGS. 1, 2 and 3) of the hydraulic jacks 6 and the pressing ring 5 are support devices 8. A roller member in the device 8 is essentially a rod 9 (FIGS. 2 and 3) having spherical end surfaces 10 and 11. The rod 9 is mounted in a casing 12 rigidly secured in the pressing ring 5.
The end surfaces of rod. 9 contact flat inserts 13, 14, insert 13 being secured to the pressing ring 5, and insert 14 being secured to the end portion of the rod 7.
For centering the rod 9 inside the casing 12, a springloaded ferrule is employed, said ferrule being rigidly connected to the rod 9.
During the operation of the hydraulic jacks 6, axial forces from the rods 7 are transmitted through the fiat inserts 14, rods '9 and fiat inserts 13 to the pressing ring 5. If the ring 5 is warped, the rods 9 roll with their spherical end surfaces 10 and 11 along the inserts 13 and 14, respectively, which precludes the bending of the rods of the hydraulic jacks.
When rods 7 are retracted from the ring 5, the rods 9 are relieved of load and, under the action of springs 16 on the ferrule 15, the rod 9 of each device 8 returns to its initial position.
We claim:
1. A shield for the" construction of tunnels with concrete walls, said shield comprising: a housing including a carrier ring; a pressing ring mounted within said housing behind said carrier ring for pressing against the concrete wall; jacks supported by said carrier ring and facing said pressing ring to apply force thereto; and support devices interposed between respective jacks and said pressing ring; each support device including means with spherical surfaces respectively in rolling contact with the associated jack and said pressing ring.
2. A shield as claimed in claim 1 wherein said means comprises a rod having opposite ends which are provided with said spherical surfaces, each said support device including a casing rigidly secured in said pressing ring and a pair of flat inserts for each support device, one insert being secured to said pressing ring and the other to the associated jack, said spherical surfaces being in rolling contact with said flat surfaces.
3. A shield as claimed in claim 2 wherein each support device comprises a spring-loaded ferrule installed inside the respective casing for centering said rod in said casing and returning the rod to its initial position after removal of force by the jack.
4 References Cited UNITED STATES PATENTS 1,355,290 10/1920 Updegraif 6l-85 FOREIGN PATENTS 443,158 2/1936 Great Britain.
JACOB SHAPIRO, Primary Examiner US. Cl. X.R. 299-33
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU1129134A SU262931A1 (en) | 1967-01-23 | INCREASING A TUNNEL WITH A MONOLITHIC-PRESSED DECOR |
Publications (1)
Publication Number | Publication Date |
---|---|
US3472036A true US3472036A (en) | 1969-10-14 |
Family
ID=20440124
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US699181A Expired - Lifetime US3472036A (en) | 1967-01-23 | 1968-01-19 | Shield for constructing tunnels |
Country Status (7)
Country | Link |
---|---|
US (1) | US3472036A (en) |
AT (1) | AT287051B (en) |
BE (1) | BE709664A (en) |
CH (1) | CH496853A (en) |
DE (1) | DE1658731B1 (en) |
FR (1) | FR1578770A (en) |
GB (1) | GB1196344A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3657897A (en) * | 1970-02-25 | 1972-04-25 | Josef Krismer Jr | Tunnelling shield |
US4369002A (en) * | 1981-01-23 | 1983-01-18 | Kostylev Alexandr D | Method of emptying pipes driven into earth in nontrench laying and device for carrying same into effect |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS593629B2 (en) * | 1975-07-05 | 1984-01-25 | ゲウエルクシヤフト・アイゼンヒユツテ・ウエストフア−リア | Face sheet pile enclosure device for excavating tunnels, shafts, etc. |
CN112196548B (en) * | 2020-09-29 | 2022-08-12 | 中建筑港集团有限公司 | Resetting device for oil cylinder supporting shoe of shield machine |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1355290A (en) * | 1920-02-26 | 1920-10-12 | William B Updegraff | Tunnel construction |
GB443158A (en) * | 1934-08-22 | 1936-02-24 | Malcolm Mcalpine | An improved method of and means for the lining of tunnels, and the like |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1295583B (en) * | 1965-05-26 | 1969-05-22 | Bade & Co Gmbh | Feed press for jacking shields, tunnel boring machines, etc. like |
-
1968
- 1968-01-17 AT AT48468A patent/AT287051B/en not_active IP Right Cessation
- 1968-01-19 BE BE709664D patent/BE709664A/xx unknown
- 1968-01-19 US US699181A patent/US3472036A/en not_active Expired - Lifetime
- 1968-01-19 FR FR1578770D patent/FR1578770A/fr not_active Expired
- 1968-01-22 DE DE19681658731 patent/DE1658731B1/en not_active Withdrawn
- 1968-01-23 CH CH100868D patent/CH496853A/en not_active IP Right Cessation
- 1968-01-23 GB GB3557/68A patent/GB1196344A/en not_active Expired
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1355290A (en) * | 1920-02-26 | 1920-10-12 | William B Updegraff | Tunnel construction |
GB443158A (en) * | 1934-08-22 | 1936-02-24 | Malcolm Mcalpine | An improved method of and means for the lining of tunnels, and the like |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3657897A (en) * | 1970-02-25 | 1972-04-25 | Josef Krismer Jr | Tunnelling shield |
US4369002A (en) * | 1981-01-23 | 1983-01-18 | Kostylev Alexandr D | Method of emptying pipes driven into earth in nontrench laying and device for carrying same into effect |
Also Published As
Publication number | Publication date |
---|---|
FR1578770A (en) | 1969-08-22 |
GB1196344A (en) | 1970-06-24 |
BE709664A (en) | 1968-07-19 |
AT287051B (en) | 1971-01-11 |
CH496853A (en) | 1970-09-30 |
DE1658731B1 (en) | 1970-08-27 |
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