US3858399A - Sheeting arrangement - Google Patents

Sheeting arrangement Download PDF

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Publication number
US3858399A
US3858399A US359516A US35951673A US3858399A US 3858399 A US3858399 A US 3858399A US 359516 A US359516 A US 359516A US 35951673 A US35951673 A US 35951673A US 3858399 A US3858399 A US 3858399A
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US
United States
Prior art keywords
frame members
members
tubular
vertical
frame
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
Application number
US359516A
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English (en)
Inventor
Josef Krings
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
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Filing date
Publication date
Priority claimed from DE19722230395 external-priority patent/DE2230395C3/de
Application filed by Individual filed Critical Individual
Application granted granted Critical
Publication of US3858399A publication Critical patent/US3858399A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • 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
    • E02D17/02—Foundation pits
    • E02D17/04—Bordering surfacing or stiffening the sides of foundation pits
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T403/00—Joints and connections
    • Y10T403/70—Interfitted members
    • Y10T403/7009—Rotary binding cam or wedge
    • Y10T403/7011—Radially interposed shim or bushing
    • Y10T403/7013—Arcuate slip

Definitions

  • ABSTRACT This disclosure relates to a sheeting arrangement 5 M 5 7 which includes a structural frame work of which portions are in the form of vertical tubular members or pipes which are so constructed so as to facilitate the [56] References C'ted driving or pulling of the sheeting arrangement without UNITED STATES PATENTS unduly stressing the structural frame. 2,397,382 3/1946 Smith 403/350 2,922,233 1 /l960 Porter 61/41 A 6 Clam, 5 Drawing F Igures Patented Jan. 7, 1975 3 Shuts-Shunt 1 l I O U O C I I I I I Patented Jan. 7, 1975 3 Shuts-Shut 2 Pgtented Jan.
  • This invention relates to a sheeting arrangement of the type which includes parallel-horizontal profiled frame members, the ends of which are limited by vertical retaining frame members as well as facing sheets welded on both sides to the frame members.
  • Sheeting arrangements of the foregoing type, as well as other known types which utilize horizontal frame members, especially sheeting arrangements for the sheeting of canals, have the disadvantage that whenever they are to be pulled out of the ditch by means of loop tension eyes attached to their top side, they are exposed to considerable bending strains and are readily subject to deformation.
  • tubular members or pipes are provided with the tubular members being distributed over the length of the horizontal frame members with the tubular frame members passing through the horizontal frame members and being connected therewith.
  • a further feature of the invention is the provision of the tubular member with locking members which are useable in the forcing end or pulling of the sheeting arrangement.
  • loop tension eyes may have rod portions thereof introduced into the upper ends of the tubular members and be secured thereto by means of locking members.
  • the attractive forces occuring during the pulling of the sheeting arrangement are absorbed primarily by the vertical tubular members.
  • an additional frame may be provided for driving in the sheeting arrangement, which additional frame may be formed of horizontal frame members and intermediate braces with the frame having pegs on its bottom side which can be inserted into the vertical tubular members of the' sheeting arrangement and be supported by the locking members thereof.
  • the frame functions as an anvil or buffer and it transmits all the pressures acting upon it to the vertical tubular members of the sheeting arrangement. As a result, it will be ensured that the sheeting arrangement is driven into the ground in the direction of its vertical tubular members, that is perpendicular in relation to the horizontal frame members thereof.
  • tubular vertical frame members offer the additional advantage that they can be used for the scouring of the sheeting arrangement with water or tixotropic fluids, or they may be utilized for the removal of ground water.
  • the tubular vertical frame members are pipes which are welded to the horizontal frame members, and the horizontal frame members are in the form of structural forms having either an I- or U- profile.
  • tubular vertical frame members are in the form of short spacer tubes which are positioned between the horizontal frame members and are welded thereto in vertical alignment with one another.
  • further vertical members generally in the form of pipes, will be telescoped within the spacer tubes and pass through aligned openings in the horizontal frame members.
  • every second, third or fourth horizontal frame member may be terminated at the terminal vertical frame member in lieu of extending to the vertical side frame mem bers.
  • FIG. 1 is a fragmentary perspective view of a sheeting arrangement in accordance with this invention with a portion of 21 facing sheet thereof being broken away so as to illustrate the internal construction thereof.
  • Fig. 2 is a fragmentary elevational view of the sheeting arrangement of Flg. l with intermediate portions thereof broken away and there being associated therewith a driving frame to be utilized in driving the sheeting into place.
  • FIG. 3 is an elevational view on a reduced scale of a modified form of sheeting with a portion of a facing sheet thereof broken away and one of the vertical frame members being shown in section to illustrate the specific details thereof.
  • FIG. 4 is an enlarged fragmentary elevational view with parts broken away and shown in section and shows the connection between a pulling eye and one of the vertical frame members.
  • FIG. 5 is a horizontal sectional view taken along the line V--V of FIG. 4 and shows further the details of the connection between the pulling eyeand the vertical frame member.
  • the sheeting arrangement 1 includes a plurality of horizontal frame members which extend the full width of the sheeting arrangement and are suitably connected at their ends, such as by welding, to vertical frame members 5.
  • the horizontal frame members 2 have vertically aligned openings therein and passing therethrough are tubular vertical frame members 4.
  • the frame members 4 are welded to the frame members 2 so as to provide for a rigid construction.
  • the frame of the sheeting arrangement 1 also includes horizontal frame members 3' which are disposed between the horizontal frame members 2, but terminate short of the vertical frame members 5, the frame members 3 generally terminating at the endmost ones of the vertical frame members 4. It is to be understood that of the horizontal frame members 2 and 3, every second, third or fourth horizontal frame member may be a full length horizontal frame member 2 and the remaining horizontal frame members .may be shorter frame members 3. It is also to be understood that the tubular vertical frame members 4 extend through and are welded to the horizontal frame members 3.
  • the horizontal frame members 2 and 3 are in the form of structural shapes and are preferably of an I- or U-section.
  • the vertical frame members 5 will also be in the form of structural shapes, but preferably will be of a generally C-section.
  • the vertical frame members 4 are preferably formed of pipe.
  • the sheeting arrangement 1 is completed by facing sheets 6 and 7 which are secured to the frame members 2 and preferably by way of spot welding 18.
  • tubular vertical frame members 4 project below the lowermost horizontal frame member 2. Further, the lower ends of the tubular vertical frame members 4 are cut at an angle so as to define points 17. On the other hand, it is to be understood that the points 17 could be formed separate and apart from the vertical frame members 4 and inserted therein in any conventional manner.
  • tubular vertical frame members 4 preferably terminate flush with the upper horizontal frame member 2, but that the upper ends thereof are open for purposes to be described hereinafter.
  • tubular vertical frame members 4 are provided in the interior thereof with looking elements in the form of a pair of diametrically opposed half-moon shaped elements 8. These same locking elements 8 are illustrated in greater detail in FIGS. 4 and 5. It is to be understood that the locking elements are suitable secured in the tubular members such as by welding or other permanent securing means.
  • a plurality of lifting or pulling eyes 9 are associated with the sheeting arrangement.
  • the pulling eyes 9 each have a depending shaft or rod portion 10 of a diameter to be received within the tubular vertical frame member 4.
  • the lower portion of each shaft 10 is notched for the reception of the locking elements 8 and. below the notch portion of the shaft 10, there is a projecting portion 11 which is configurated so that when the eye 9 is disposed 90 from the position illustrated in FIG. 4, the portion 11 of'the shaft 10 may pass down between the two locking elements 8 and thereafter the eye 9 may be rotated 90 so that the portion 11 will lock beneath the looking elements 8 in the manner specifically illustrated in FIG. 4.
  • the portion 11 of the shaft 10 has two circumferentially spaced shoulders which conform in outline substantially to the outline of the locking elements 8.
  • the driving frame 12 includes a pair of horizontal frame members 13 which are preferably formed of structural shapes.
  • the horizontal frame members 13 are connected together at spaced intervals by intermediate braces 14.
  • intermediate braces 14 Depending from the underside of the frame 12 is a plurality of pegs 15 which may either be separately formed or which may be extensions of certain of the intermediate braces 14.
  • the pegs 15 are of a size to be received within the upper portions of the tubular vertical frame members 4 and extend downwardly from the lowermost horizontal frame member 13 a distance sufficiently to seat upon the locking elements 8.
  • the additional frame 12 is positioned thereon by engaging the pegs 15 and the upper ends of the tubular vertical frame members 4 and thereafter driving on the additional frame 12 with the frame 12 functioning as an anvil.
  • the vertical frame members 4 may be advantageously utilized for the withdrawal of ground water or the insertion of suitable fluids, including tixotropic fluids.
  • FIG. 3 it will be seen that there is illustrated a modified form of the invention.
  • this form of the invention inlieu of directly securing the tubular frame members 4 to the horizontal frame members 2,3, spacer tubes 16 are inserted between adjacent horizontal frame members 2,3 and welded thereto with there being aligned openings in these horizontal frame members.
  • the tubular frame members 4 are freely vertically movable within the spacers l6 and through the horizontal frame members 2,3.
  • tubular vertical frame members 4 will still be provided with pointed ends 17. However, the tubular vertical frame members 4 will be separately drivable into the ground independent of the remainder of the sheeting 1. To this end, the uppermost horizontal frame member 2 will have mounted thereon suitable conventional driving devices 19 in the form of screw heads or wedge units, etc. for driving the tubular frame members 4 down into the earth and'for pulling the same when it is desired to remove the sheeting arrangement 1.
  • a sheeting arrangement comprising a frame ineluding a plurality of spaced horizontal rigid frame members, vertical frame members secured to at least certain of said horizontal frame members, facing sheets secured to opposite faces of said frame, said frame additionally including tubular vertical frame members extending through said horizontal frame members and secured thereto, at least upper ends of said tubular frame members being open and accessible, said tubular frame members including locking means for releasably securing pulling means to said sheeting arrangement, said locking means including stop members within said tubular frame members for interlocking engagement with pulling means, said pulling means including a rod member receivable in the upper end of said tubular frame members, and abutment means on said rod members passable between said stop members and engageable therebeneath upon rotation of said rod members relative to said tubular frame members.
  • a sheeting arrangement comprising a frame, said frame being defined by a pair of horizontally spaced upright parallel end vertical frame members and by a pair of vertically spaced parallel top and bottom horizontal frame members, said vertical and horizontal end frame members being secured to each other and imparting a generally rectangular configuration to said frame, facing sheets secured to opposite faces of said vertical and horizontal frame members, said frame additionally including tubular vertical frame members between said vertical end frame members extending through said horizontal frame members and being secured thereto, a plurality of other vertically spaced parallel horizontal frame members spaced from said vertica] end frame members, said other horizontal frame members also receiving therethrough said tubular verticalframe members, and at least upper ends of said tubular vertical frame members being opened and accessible.
  • said locking means includes stop members within said tubular vertical frame members for interlocking engagement with pulling means
  • said pulling means include a plurality of rod members each receivable in the upper end of one of said vertical tubular frame members, and abutment means on said rod mem' bers passable between said stop members and engageable therebeneath upon rotation of said rod member.

Landscapes

  • 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)
  • Supports For Pipes And Cables (AREA)
  • Revetment (AREA)
  • Shaping Of Tube Ends By Bending Or Straightening (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
US359516A 1972-06-22 1973-05-11 Sheeting arrangement Expired - Lifetime US3858399A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE19722230395 DE2230395C3 (de) 1972-06-22 Verbauplatte in Kastenbauweise

Publications (1)

Publication Number Publication Date
US3858399A true US3858399A (en) 1975-01-07

Family

ID=5848386

Family Applications (1)

Application Number Title Priority Date Filing Date
US359516A Expired - Lifetime US3858399A (en) 1972-06-22 1973-05-11 Sheeting arrangement

Country Status (17)

Country Link
US (1) US3858399A (xx)
AT (1) AT332314B (xx)
BE (1) BE801070A (xx)
CH (1) CH564655A5 (xx)
DK (1) DK142466C (xx)
ES (1) ES414042A1 (xx)
FI (1) FI56423C (xx)
FR (1) FR2190128A5 (xx)
GB (1) GB1417346A (xx)
HK (1) HK18978A (xx)
HU (1) HU169559B (xx)
IN (1) IN142147B (xx)
IT (1) IT987318B (xx)
MY (1) MY7800243A (xx)
NL (1) NL159156B (xx)
SE (1) SE401219B (xx)
YU (1) YU35636B (xx)

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3969852A (en) * 1973-09-12 1976-07-20 Josef Krings Self-supporting sheeting panel for trenches or the like
US3999393A (en) * 1974-11-30 1976-12-28 Josef Krings Cribbing plate for securing conduit trenches or the like
US4054033A (en) * 1975-03-10 1977-10-18 Pilosio, S.P.A. Retaining panel
US4056938A (en) * 1976-02-09 1977-11-08 Griswold James L Trench shoring assembly with rigid main frame support
JPS5355206U (xx) * 1976-10-14 1978-05-11
US20040005197A1 (en) * 2000-04-05 2004-01-08 Maksim Kadiu Shoring device
US20040170478A1 (en) * 2000-04-05 2004-09-02 Max Kadiu Shoring system
US20050074300A1 (en) * 2003-10-03 2005-04-07 Max Kadiu Trench shoring device
CN102605953A (zh) * 2012-02-28 2012-07-25 中核能源科技有限公司 高温气冷反应堆一回路舱室钢骨架混凝土墙体的建造方法
US9903087B2 (en) 2012-09-14 2018-02-27 Peter Glen Sutherland Ground engaging shaft

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2397382A (en) * 1944-06-19 1946-03-26 Justice E Smith Locking device
US2922283A (en) * 1958-05-19 1960-01-26 Fred S Porter Excavation shoring devices
US3140858A (en) * 1962-08-24 1964-07-14 Albert W Westphal Fence assembly
US3212270A (en) * 1961-11-09 1965-10-19 Ben Construction Company Safety device for excavations
US3543522A (en) * 1969-03-20 1970-12-01 Emanuel Torti Trench shoring apparatus
US3750410A (en) * 1970-02-17 1973-08-07 H Converse Simple shoring to form ditches-canals-pillars and posts

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2397382A (en) * 1944-06-19 1946-03-26 Justice E Smith Locking device
US2922283A (en) * 1958-05-19 1960-01-26 Fred S Porter Excavation shoring devices
US3212270A (en) * 1961-11-09 1965-10-19 Ben Construction Company Safety device for excavations
US3140858A (en) * 1962-08-24 1964-07-14 Albert W Westphal Fence assembly
US3543522A (en) * 1969-03-20 1970-12-01 Emanuel Torti Trench shoring apparatus
US3750410A (en) * 1970-02-17 1973-08-07 H Converse Simple shoring to form ditches-canals-pillars and posts

Cited By (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3969852A (en) * 1973-09-12 1976-07-20 Josef Krings Self-supporting sheeting panel for trenches or the like
US3999393A (en) * 1974-11-30 1976-12-28 Josef Krings Cribbing plate for securing conduit trenches or the like
US4054033A (en) * 1975-03-10 1977-10-18 Pilosio, S.P.A. Retaining panel
US4056938A (en) * 1976-02-09 1977-11-08 Griswold James L Trench shoring assembly with rigid main frame support
JPS5355206U (xx) * 1976-10-14 1978-05-11
JPS568994Y2 (xx) * 1976-10-14 1981-02-27
US6821057B1 (en) 2000-04-05 2004-11-23 Maksim Kadiu Magnetic shoring device
US20040170478A1 (en) * 2000-04-05 2004-09-02 Max Kadiu Shoring system
US20040005197A1 (en) * 2000-04-05 2004-01-08 Maksim Kadiu 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
US20050074300A1 (en) * 2003-10-03 2005-04-07 Max Kadiu Trench shoring device
US7056067B2 (en) 2003-10-03 2006-06-06 Max Kadiu Trench shoring device
CN102605953A (zh) * 2012-02-28 2012-07-25 中核能源科技有限公司 高温气冷反应堆一回路舱室钢骨架混凝土墙体的建造方法
CN102605953B (zh) * 2012-02-28 2013-02-13 中核能源科技有限公司 高温气冷反应堆一回路舱室钢骨架混凝土墙体的建造方法
US9903087B2 (en) 2012-09-14 2018-02-27 Peter Glen Sutherland Ground engaging shaft

Also Published As

Publication number Publication date
YU35636B (en) 1981-04-30
AU5566773A (en) 1974-11-14
DE2230395B2 (de) 1974-12-05
FI56423C (fi) 1980-01-10
FI56423B (fi) 1979-09-28
HK18978A (en) 1978-04-14
HU169559B (xx) 1976-12-28
ES414042A1 (es) 1976-02-16
YU127673A (en) 1980-10-31
DK142466C (da) 1981-03-30
ATA288373A (de) 1975-12-15
DE2230395A1 (de) 1974-01-10
NL159156B (nl) 1979-01-15
BE801070A (fr) 1973-10-15
IT987318B (it) 1975-02-20
DK142466B (da) 1980-11-03
GB1417346A (en) 1975-12-10
MY7800243A (en) 1978-12-31
NL7308685A (xx) 1973-12-27
AT332314B (de) 1976-09-27
CH564655A5 (xx) 1975-07-31
IN142147B (xx) 1977-06-04
SE401219B (sv) 1978-04-24
FR2190128A5 (xx) 1974-01-25

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