US3910054A - Sheeting arrangement for sheeting of a ditch - Google Patents

Sheeting arrangement for sheeting of a ditch Download PDF

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Publication number
US3910054A
US3910054A US464459A US46445974A US3910054A US 3910054 A US3910054 A US 3910054A US 464459 A US464459 A US 464459A US 46445974 A US46445974 A US 46445974A US 3910054 A US3910054 A US 3910054A
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US
United States
Prior art keywords
sheeting
rollers
wall
plane
walls
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Expired - Lifetime
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US464459A
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English (en)
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Josef Krings
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Individual
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Individual
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Publication of US3910054A publication Critical patent/US3910054A/en
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Expired - Lifetime legal-status Critical Current

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    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00—Excavations; Bordering of excavations; Making embankments
    • E02D17/06—Foundation trenches ditches or narrow shafts
    • E02D17/08—Bordering or stiffening the sides of ditches trenches or narrow shafts for foundations

Definitions

  • ABSTRACT This disclosure relates to a sheeting arrangement for the sheeting or shoring of a ditch or trench wherein vertical supports are driven into the ground and there after sheeting walls are placed between the vertical supports with the sheeting walls having relative vertical movement with respect to the supports during the positioning and pulling thereof.
  • This invention relates to a sheeting arrangement for the sheeting or shoring of ditches which includes vertical supports of a slotted, hollow box profile and sheeting walls which are guidingly positioned in the supports.
  • the sheeting walls are of a prefabricated construction hav ing flange-like guide elements which are guided in vertical supports, the vertical supports at the same time serving as connecting members for the sheeting walls and having connected thereto the usual spreaders or clamping bases.
  • the supports in the sheeting walls can be forced into the soil independently of one another or may be independently pulled out of the soil. It has been found that in many cases the frictional contact between the supports and the sheeting walls is relatively great, particularly when the cooperating parts are not finished to fit precisely and/or to be fitted into one another.
  • this invention is directed to a sheeting arrangement which is so constructed wherein it avoids the foregoing shortcomings while at the same time having the required stability.
  • the difficulties of the prior sheeting and support arrangements have been solved by providing means for decreasing the frictional resistance between the sheeting wall and its associated support.
  • the inside surfaces of the support and/or the sliding parts of the sheeting walls which are guided in the supports have a coating made of a material which has a low riding friction coefficient, for example, a suitable plastic material.
  • the sheeting wall on the front side of the sheeting wall there have been mounted projecting rollers, at least a certain of which are mounted for rotating about axles disposed generally perpendicular to the plane of the sheeting walls while other rollers rotate about axles which lie in the plane of the sheeting wall and extend perpendicular with respect to the associated support.
  • the sheeting wall because of the lateral soil pressure exerted thereon in use, is supported by one leg of the support while the sheeting wall can support itself against longitudinal forces relative to the support by means of the other rolls.
  • A'still further development of the invention provides for the mounting of the rolls which have the axles thereof lying in the plane of the sheeting wall and per pendicular to the support, as fitting against only one leg of the support.
  • Yet another feature of the invention is to resiliently mount the rolls.
  • the rolls of the pair of rolls are at least part spherical rolls.
  • FIG. 1 is a horizontal sectional view through a support and a part of a sheeting wall taken generally along the line I I of FIG. 3 with the sheeting wall being shown in elevation for purposes of clarity.
  • FIG. 2 is a horizontal sectional view similar to FIG. 1, but taken along the line II II of FIG. 3.
  • FIG. 3 is a vertical sectional view taken through the support generally in the plane of the sheeting wall with intermediate portions of both the support and sheeting wall being broken away.
  • FIG. 4 is a horizontal sectional view similar to FIG. 1, but taken along the line IV IV of FIG. 5 and shows the modified form of guidance.
  • FIG. 5 is a fragmentary vertical sectional view taken along the line V V of FIG. 4 and shows more specifi cally the details of the mounting of the guidance structure of FIG. 4.
  • FIG. 6 is another horizontal sectional view similar to FIG. 1 and shows still another embodiment of the guidance arrangement in accordance with this invention.
  • the sheeting arrangement includes a support 1 and sheeting wall 2.
  • the support 1 is essentially in the form of a double-T which is provided at the ends of its legs or cross bars with termi nal flange elements 3,4 which extend generally parallel to the stem or bridge 5 of the support 1.
  • the flange elements 3 are in the form of strips whereas the flange elements 4 are in the form of angle members.
  • the flange 3 cooperates with the flange 4 at each side of the support to define the generally U-shaped channel while the angle flanges 4 cooperate at one side of the support 1 to define a further generally U-shaped channel.
  • the stem or bridge 5 of the support is reinforced by two walls 6 which are parallel to the bridge 5 and are disposed on opposite sides thereof inwardly of the flanges. 3,4. This reinforcement is effective to make the support 1 structurally rigid.
  • the sheeting wall 2 is provided with an edge wall or front wall 7 on which bearing type supports 8 are mounted in pairs.
  • the bearing type supports 8 are disposed perpendicular to the wall 7 and have disposed therebetween a roller 9 which is mounted on an axle 10 carried by the bearing type supports 8.
  • the axle 10 is disposed perpendicular to the plane of the sheeting wall 2 and generally perpendicular to the planes of the cross bars of the support 1.
  • the roller 9 projects sufficiently from the sheeting wall 2 so as to extend within the confines of the support 1 and rollingly engage the adjacent reinforcing wall 6.
  • a further bearing type support 11 is attached to the sheeting wall 7 at a suitable distance above or below an associated roller 9.
  • Each bearing type support 11 carries a disc-shaped roll 12 which is mounted on an axle 13 carried by the support 11 with the axle 13 being disposed transversely to the support 1 and generally within the plane of the sheeting wall 2.
  • Each roller 12 is disposed perpendicular to the axis of its axle 13 and is arranged somewhat eccentrically within the associated space between the two legs of the support 1 so that it engages against the inner side of one leg of the sup port. As is shown in FIG. 2, the roller 12 engages against the side or leg of the support 1 which is disposed away from the ditch which is being shored by the sheeting wall 2, the ditch not being shown. It is this leg of the support 1 which absorbs the greatest forces from the sheeting wall.
  • the rollers 9 and 12 provide for a relatively free guid ing of the sheeting walls 2 within the supports 1 and thus greatly facilitate the positioning or pulling action.
  • the rollers 9 and 12 since sufficient free space will remain inside of the supports 1, any possible fouling of the rollers 9 and 12 is prevented and thus their functioning is assured.
  • the rollers advantageously can be attached to the sheeting wall subsequent to the construction thereof.
  • FIGS. 4 and 5 of the drawings there is illustrated another embodiment of the invention.
  • the wall 7 of the sheeting wall is provided at vertically spaced intervals with bearing-type supports 14, each of which includes a tubular housing in which an axle 16 is journalled. At the ends of each axle 16there are mounted rollers which are disposed between the reinforcement wall 6 and the supporting flanges 3 and 4.
  • the rollers are pref erably at least part spherical so that when the sheeting wall 2 is being positioned or being pulled and the same shifts to an offset position with respect to the support 1, one of the rollers 17 will engage the corresponding leg of the support 1 and provide an anti-friction bearing so as to minimize the frictional contact between the sheeting wall 2 and the adjacent support 1.
  • FIGS. 4 and 5 offer the same advantages as those of FIGS. 1 3. It is also to be understood that adjacent ones of the bearing-type supports 14 may be disposed eccentrically with respect to the general plane of the sheeting wall 2 so that they will combine to generally center the sheeting wall 2 with respect to the support 1, as is shown in FIG. 4.
  • FIG. 6 there is illustrated still another embodiment of the invention.
  • the front wall 7 of the sheeting wall 2 is provided with a guide strip 18 which is rigidly connected to the front wall 7.
  • the two legs of the support 1 are identified by the numerals l9 and 20 and the insides of these legs 19,20, as well as the insides of the flanges 3,4 which oppose the reinforcings walls 6 are coated with a material having a very low friction coefficient.
  • these coatings have been generally designated by the numeral 21.
  • the guide strip 18 may also have a like coating 21 thereon in opposing relation to the reinforcement wall 6. Obviously, the coating 21 could be applied to the reinforcement wall 6 instead of on the guide strip 18.
  • An apparatus comprising sheeting means for the shoring of ditches, said sheeting means including vertical posts of a hollow box-like profile, sheeting walls, and guide heads carried by each of said sheeting walls in vertically spaced relation and guided in said posts, each post having at least one leg disposed normal to the plane of an adjacent one of said sheeting walls and inner and outer legs disposed parallel to the plane of adjacent ones of said sheeting walls, said guide head having a plurality of rollers, some of said rollers being mounted for rotation on axes disposed normal to the plane of a respective sheeting wall in engagement with said one leg and others of said rollers being mounted for rotation on axes extending within the plane of the respective sheeting wall between side surfaces thereof and perpendicular to an adjacent post, said other rol lers being offset relative to the respective sheeting wall such that they run only on said inner leg of the respective post which inner leg will be adjacent to the center of a ditch being shored.

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Footwear And Its Accessory, Manufacturing Method And Apparatuses (AREA)
  • Handcart (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Road Paving Machines (AREA)
  • Laminated Bodies (AREA)
  • Folding Of Thin Sheet-Like Materials, Special Discharging Devices, And Others (AREA)
  • Sewage (AREA)
US464459A 1973-05-09 1974-04-26 Sheeting arrangement for sheeting of a ditch Expired - Lifetime US3910054A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE2323321A DE2323321C3 (de) 1973-05-09 1973-05-09 Verbauwand einer Grabenverbauvorrichtung

Publications (1)

Publication Number Publication Date
US3910054A true US3910054A (en) 1975-10-07

Family

ID=5880374

Family Applications (1)

Application Number Title Priority Date Filing Date
US464459A Expired - Lifetime US3910054A (en) 1973-05-09 1974-04-26 Sheeting arrangement for sheeting of a ditch

Country Status (19)

Country Link
US (1) US3910054A (fr)
AT (1) AT328972B (fr)
BE (1) BE812761A (fr)
CH (1) CH571125A5 (fr)
DE (1) DE2323321C3 (fr)
DK (1) DK140348C (fr)
ES (1) ES202282Y (fr)
FI (1) FI62580C (fr)
FR (1) FR2228899B1 (fr)
GB (1) GB1447176A (fr)
HK (1) HK19078A (fr)
HU (1) HU175247B (fr)
IN (1) IN143002B (fr)
IT (1) IT1010664B (fr)
MY (1) MY7800244A (fr)
NL (1) NL163588C (fr)
SE (1) SE411775B (fr)
SU (1) SU607560A3 (fr)
YU (1) YU36054B (fr)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4019328A (en) * 1975-12-08 1977-04-26 Jean Marie Gerard Koehl Arrangement for making a prefabricated wall
US4054033A (en) * 1975-03-10 1977-10-18 Pilosio, S.P.A. Retaining panel
US4274763A (en) * 1978-04-18 1981-06-23 Josef Krings Excavating sheeting unit
US4421440A (en) * 1980-05-14 1983-12-20 Maascom B.V. Process and apparatus for applying pile planking
US5197829A (en) * 1991-03-02 1993-03-30 Teska Verbautechnik Gmbh Support device for lining ditches
US5720580A (en) * 1995-12-22 1998-02-24 Kvh Verbautechnik Gmbh Apparatus for and method of shoring a trench
US6821057B1 (en) 2000-04-05 2004-11-23 Maksim Kadiu Magnetic shoring device
US20050074301A1 (en) * 2003-10-03 2005-04-07 Max Kadiu Trench shoring system
US7048471B2 (en) 2000-04-05 2006-05-23 Maksim Kadiu Shoring device

Families Citing this family (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS579479Y2 (fr) * 1976-09-06 1982-02-23
JPS5348310A (en) * 1976-10-14 1978-05-01 Shinwa Kikai Kogyo Kaisha Method of excavating ditch
JPS5378612A (en) * 1976-12-21 1978-07-12 Kikuo Uchida Support plate assembly
DE2720719C2 (de) * 1977-05-07 1984-04-05 Theissen, Hans, 5138 Heinsberg Vorrichtung zum Abstützen von Grabenwänden
JPS5413202U (fr) * 1977-06-30 1979-01-27
JPS5835722Y2 (ja) * 1977-09-30 1983-08-11 新和機械工業株式会社 掘削溝用土止め装置
JPS5736692Y2 (fr) * 1978-02-28 1982-08-13
DE3423853C2 (de) * 1984-06-28 1989-10-12 Krings International Inh. Josef Krings, 5138 Heinsberg Verbauvorrichtung für Gräben
GB8501531D0 (en) * 1985-01-22 1985-02-20 Shorco Trench Systems Ltd Trench shoring equipment
DE4139829A1 (de) * 1991-03-02 1992-10-08 Teska Verbautechnik Gmbh Grabenverbauvorrichtung
DE4111266C1 (fr) * 1991-03-02 1992-09-17 Teska Verbautechnik Gmbh, 4200 Oberhausen, De
DE4226405A1 (de) * 1992-08-10 1994-02-17 Emunds & Staudinger Gmbh & Co Verbauvorrichtung
DE19616188C2 (de) * 1996-04-23 1998-07-02 Jan Dipl Ing Forster Verfahren zum Errichten einer Wand in einem Boden
CN113914165B (zh) * 2021-10-25 2022-10-14 西安邮电大学 一种公路侧向支撑结构
CN115125991B (zh) * 2022-07-04 2024-04-09 中铁十局集团有限公司 一种桩板墙防护结构及其施工方法

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2134397A (en) * 1936-09-28 1938-10-25 Henry B Clark Overhead door
US2807058A (en) * 1954-11-30 1957-09-24 David H Morgan Overhead guide and roller for sliding doors
US3621660A (en) * 1969-11-08 1971-11-23 Josef Krings Building set for the sheeting of service ditches

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2134397A (en) * 1936-09-28 1938-10-25 Henry B Clark Overhead door
US2807058A (en) * 1954-11-30 1957-09-24 David H Morgan Overhead guide and roller for sliding doors
US3621660A (en) * 1969-11-08 1971-11-23 Josef Krings Building set for the sheeting of service ditches

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4054033A (en) * 1975-03-10 1977-10-18 Pilosio, S.P.A. Retaining panel
US4019328A (en) * 1975-12-08 1977-04-26 Jean Marie Gerard Koehl Arrangement for making a prefabricated wall
US4274763A (en) * 1978-04-18 1981-06-23 Josef Krings Excavating sheeting unit
US4421440A (en) * 1980-05-14 1983-12-20 Maascom B.V. Process and apparatus for applying pile planking
US5197829A (en) * 1991-03-02 1993-03-30 Teska Verbautechnik Gmbh Support device for lining ditches
US5720580A (en) * 1995-12-22 1998-02-24 Kvh Verbautechnik Gmbh Apparatus for and method of shoring a trench
US6821057B1 (en) 2000-04-05 2004-11-23 Maksim Kadiu Magnetic shoring device
US7048471B2 (en) 2000-04-05 2006-05-23 Maksim Kadiu Shoring device
US7309191B2 (en) 2000-04-05 2007-12-18 Max Kadiu Shoring system
US20050074301A1 (en) * 2003-10-03 2005-04-07 Max Kadiu Trench shoring system
US7056068B2 (en) * 2003-10-03 2006-06-06 Max Kadiu Trench shoring system
US7056067B2 (en) 2003-10-03 2006-06-06 Max Kadiu Trench shoring device

Also Published As

Publication number Publication date
AT328972B (de) 1976-04-26
HU175247B (hu) 1980-06-28
ES202282U (es) 1975-11-01
DE2323321A1 (de) 1974-11-21
FR2228899A1 (fr) 1974-12-06
AU6828774A (en) 1975-10-30
DE2323321B2 (de) 1975-03-06
ATA147874A (de) 1975-06-15
CH571125A5 (fr) 1975-12-31
DK140348C (da) 1979-12-31
HK19078A (en) 1978-04-14
NL163588B (nl) 1980-04-15
YU36054B (en) 1981-11-13
FI62580C (fi) 1983-01-10
ES202282Y (es) 1976-02-16
IT1010664B (it) 1977-01-20
NL7406076A (fr) 1974-11-12
DE2323321C3 (de) 1980-06-04
FI62580B (fi) 1982-09-30
SE411775B (sv) 1980-02-04
DK140348B (da) 1979-08-06
IN143002B (fr) 1977-09-17
MY7800244A (en) 1978-12-31
NL163588C (nl) 1980-09-15
SU607560A3 (ru) 1978-05-15
YU46774A (en) 1981-02-28
FR2228899B1 (fr) 1978-01-06
BE812761A (fr) 1974-07-15
GB1447176A (en) 1976-08-25

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