US1042571A - Sheet-metal piling. - Google Patents

Sheet-metal piling. Download PDF

Info

Publication number
US1042571A
US1042571A US69082312A US1912690823A US1042571A US 1042571 A US1042571 A US 1042571A US 69082312 A US69082312 A US 69082312A US 1912690823 A US1912690823 A US 1912690823A US 1042571 A US1042571 A US 1042571A
Authority
US
United States
Prior art keywords
sheet
flange
shaped
flanges
piling
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
US69082312A
Inventor
Tryggve Larssen
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.)
DEUTSCH-LUXEMBURGISCHE BERGWERKS- und HUTTEN-AKTIENGESELLSCHAFT
DEUTSCH LUXEMBURGISCHE BERGWER
Original Assignee
DEUTSCH LUXEMBURGISCHE BERGWER
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 DEUTSCH LUXEMBURGISCHE BERGWER filed Critical DEUTSCH LUXEMBURGISCHE BERGWER
Priority to US69082312A priority Critical patent/US1042571A/en
Application granted granted Critical
Publication of US1042571A publication Critical patent/US1042571A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/02Sheet piles or sheet pile bulkheads
    • E02D5/03Prefabricated parts, e.g. composite sheet piles
    • E02D5/04Prefabricated parts, e.g. composite sheet piles made of steel

Definitions

  • the object of the present invention is to better utilize the depth of the undulation aifordedby the dished shape of the piles, and thereby considerably increase the moment of resistance, without adding t the bulk of material used. This is effected by providing the plates, at the S-shaped ends of their limbs, with hook or flanges extending outward from the webs of the said S-shaped'tlanges and coacting with the latter to make the joint.
  • the symmetrical shape ofthe edges of the plates also prevents strains from occurring during the rolling process, which is particularly important in the case of long planks. Strained and distorted planks entail a considerable amount of after labor to straighten them and this operation produces impressions in the surface which prevent smooth passage during the ramming operation, with resultant strains in all the joints.
  • Figs. 1 and l a is the downwardly bent flange of one plate, and b the -S-shaped edge of the other plate.
  • the S-shaped flange has a hooked projection extending outward from its web 6, beyond the plane (Z, in which the flanges meet, and this hook f engages under the flange a, of the latter against the outer face of the S-flange.
  • the plate is provided symmetrically at both edges with the S-flange and hook.
  • the two hooks at the joint engage with each other, and the two outer parts i of the S-flanges embrace the hooks.
  • the S-flanges b have an additional bend, or are provided with extensions k which engage the hooks f. This construction has the advantage of leaving both sides of the joint smooth.
  • Sheet piling composed of sheets of U-shaped cross-section, facing alternately in opposite directions and provided at each junction with an integral interlocking S-shaped flange, the web of said flange having air-integral hooked projection adapted to interlock with a flange abutting against said web.
  • Sheet piling composed of sheets of U-shaped cross-section facing alternately in opposite directions and provided at each junction with an integral S-shaped flange, each sheet having symmetrical S-shaped flanges and hooked projections at the junction.
  • Sheet piling composed of sheets of U-shaped cross-section facing alternately in opposite directions and provided at each junction with an integral S-shaped flange drawn to a larger scale.

Description

T. LARSSEN. SHEET METAL FILING. APPLICATION FILED APR.15, 1912.
Patented Oct. 29, 1912.
2 SHBETS-SHEET l.
T. LARSSEN. SHEET METAL FILING. APPLICATION FILED APR.15, 'l 912.
Patented 0ct.29,1912.
2 SHEETS-SHEET 2 Fig.4.,
TRYGGVE LARSSEN, OF BREMEN, GERMANY, ASSIGNOR, TO
PATENT carton.
THE FIRM OF DEUTSGH LUXEMBURGISCHE BERG'WERKS- UNI) HUTTEN-AKTIENGESELLSCHAFT, 0F BOCHUM,
GERMANY.
Specification of Letters Patent.
SHEET-METAL FILING.
Patented Oct. 29, 1912.
Application filed April'lfi, 1912. Serial No. 690,823.
To all "whom it may concern Be it known that I, Tnroovn Lnnssmv, a citizen of the German Empire, residing at Bremen, Germany, have invented certain new and useful Improvements in or Relating to Sheet-Metal Piling, of which the following is a specification.
The specification of Letters Patent No. 839608 describes the construction of sheet metal piling consisting of dished piles, 2'. e.
sheets of approximately U-shaped cross section, facing alternately right and left, and joined together at their edges.
The object of the present invention is to better utilize the depth of the undulation aifordedby the dished shape of the piles, and thereby considerably increase the moment of resistance, without adding t the bulk of material used. This is effected by providing the plates, at the S-shaped ends of their limbs, with hook or flanges extending outward from the webs of the said S-shaped'tlanges and coacting with the latter to make the joint. In joining two plates, one or both of which are so constructed at the joint, the outer faces of the flanges are caused to meet, the engagement being made by means of the hook or hooks, whereas in the previous construction referred to the inner surface of a flange with a single bend and the inner surface of the S-shaped flange abutted against one another and consequently reduced the depth of the undulation by the double flange thick the hook can be rolled, it is advantageous to provide the edges of both plates with symmetrical flanges and hooks. The symmetrical form provides a double flange connection which results in a tighter jointas well as being advantageous from the point of view of rolling and construction. The symmetrical shape ofthe edges of the plates also prevents strains from occurring during the rolling process, which is particularly important in the case of long planks. Strained and distorted planks entail a considerable amount of after labor to straighten them and this operation produces impressions in the surface which prevent smooth passage during the ramming operation, with resultant strains in all the joints.
shaped projections 3 the two Since the profile of the S-fiange and I The invention is illustrated in the accompanying drawings in which Figures 1, 2, 3 and t are sectional views showing four forms of construction, Figs. 1, 2, '5 and 4 being detail views showing the respective joints,
Referring in the first instance to Figs. 1 and l a is the downwardly bent flange of one plate, and b the -S-shaped edge of the other plate. The S-shaped flange has a hooked projection extending outward from its web 6, beyond the plane (Z, in which the flanges meet, and this hook f engages under the flange a, of the latter against the outer face of the S-flange.
In the construction shown in Figs. 2 and 2, the plate is provided symmetrically at both edges with the S-flange and hook. The two hooks at the joint engage with each other, and the two outer parts i of the S-flanges embrace the hooks.
In the construction shown in Figs. 3 and S-lianges 7) engage with each other internally, and the hooked parts f embrace the S-tlanges.
In the construction shown in Figs. l and t, the S-flanges b have an additional bend, or are provided with extensions k which engage the hooks f. This construction has the advantage of leaving both sides of the joint smooth.
lVhat I claim is 1. Sheet piling composed of sheets of U-shaped cross-section, facing alternately in opposite directions and provided at each junction with an integral interlocking S-shaped flange, the web of said flange having air-integral hooked projection adapted to interlock with a flange abutting against said web. i
2. Sheet piling composed of sheets of U-shaped cross-section facing alternately in opposite directions and provided at each junction with an integral S-shaped flange, each sheet having symmetrical S-shaped flanges and hooked projections at the junction. I
3. Sheet piling composed of sheets of U-shaped cross-section facing alternately in opposite directions and provided at each junction with an integral S-shaped flange drawn to a larger scale.
and a hook, said flanges and hooks adapted adapted to intermesh with said hooked pro- 10 to interniesh and form an interlocking oint ection forming an interlocking oint.
at the junction. In testimony whereof I aiiix my signature 4. Sheet piling ooinposed of sheets of in presence of two Witnesses. U-shaped crosssecuon, facing alternately TRYGGVE LARSSEN.
in opposite directions and provided at each junction with an integral S-shnped flange, Witnesses:
the Web of said flange having a hooked pro- VILLY KNOB, jection, said flanges having bent extensions MAX Fm'rsnnn.
US69082312A 1912-04-15 1912-04-15 Sheet-metal piling. Expired - Lifetime US1042571A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US69082312A US1042571A (en) 1912-04-15 1912-04-15 Sheet-metal piling.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US69082312A US1042571A (en) 1912-04-15 1912-04-15 Sheet-metal piling.

Publications (1)

Publication Number Publication Date
US1042571A true US1042571A (en) 1912-10-29

Family

ID=3110845

Family Applications (1)

Application Number Title Priority Date Filing Date
US69082312A Expired - Lifetime US1042571A (en) 1912-04-15 1912-04-15 Sheet-metal piling.

Country Status (1)

Country Link
US (1) US1042571A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3968603A (en) * 1973-05-15 1976-07-13 Merson Karol J Panel for prefabricated metal buildings

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3968603A (en) * 1973-05-15 1976-07-13 Merson Karol J Panel for prefabricated metal buildings

Similar Documents

Publication Publication Date Title
US1837787A (en) Iron coffer-dam pile
US999334A (en) Interlocking metal sheet-piling.
US923110A (en) Interlocking sheet-piling.
US2090728A (en) Sheet-piling
US968450A (en) Metal sheet-piling.
US1042571A (en) Sheet-metal piling.
US1771224A (en) Metal section for sheet piling
US1689678A (en) Method of making piles
US2104490A (en) Hollow pile for sheet pilings
US824513A (en) Metal sheet-piling.
US904156A (en) Interlocking sheet-piling.
US1831427A (en) Kxjbt soheoeder
US1030761A (en) Sheet-piling.
US1099166A (en) Integral sheet-piling.
US771426A (en) Sheet-piling.
US871582A (en) Sheet-piling.
US932230A (en) Sheet-piling.
US831665A (en) Sheet-piling.
US717135A (en) Metal-sheet piling and wall structure.
US801946A (en) Metal sheet-piling.
US1968220A (en) Butt welded joint for sheet pilings
US866082A (en) Sheet-metal piling.
US901241A (en) Metal piling.
US2002521A (en) Box piling
US888085A (en) Metal piling.