US1898767A - Welded lock joint for sheet piling - Google Patents
Welded lock joint for sheet piling Download PDFInfo
- Publication number
- US1898767A US1898767A US594854A US59485432A US1898767A US 1898767 A US1898767 A US 1898767A US 594854 A US594854 A US 594854A US 59485432 A US59485432 A US 59485432A US 1898767 A US1898767 A US 1898767A
- Authority
- US
- United States
- Prior art keywords
- lock
- parts
- welded
- joint
- additional pieces
- 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
- 238000003466 welding Methods 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000005096 rolling process Methods 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000007935 neutral effect Effects 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/02—Sheet piles or sheet pile bulkheads
- E02D5/03—Prefabricated parts, e.g. composite sheet piles
- E02D5/04—Prefabricated parts, e.g. composite sheet piles made of steel
- E02D5/08—Locking forms; Edge joints; Pile crossings; Branch pieces
Definitions
- the present invention eliminates these disadvantages in that the play-room is bridged over by a wedge or a flat piece of iron.
- the wedge is driven in, until the inner lock-parts come to lie entirely one against the other.
- the wedge is then welded to both sheets.
- This connection eliminates any longitudinal or transverse displacement and any torsional movement in the lock-joint.
- the wedges and the welded seams need be arranged only at ,given distances one from the other.
- counter-wedges can be driven in, on the opposite side, at greater intervals, and these counter-wedges can also be welded on.
- FIG. 1 shows another form of the lockjoint.
- a counterwedge is arranged besides the wedge on the opposite side of the lock-Joint in the space-room between the lockparts and connected thereto in the same manner as the first mentioned wedge by two welded seams, so that a rigid lock-joint without tensional stresses is obtained.
- a rigid lock-joint of sheet piles consisting of engaged lock-parts, additional pieces positioned in the natural space-room between the lock-parts, and welded seams connecting the additional pieces to the lockparts.
- a rigid lock-joint of sheet piles consisting of engaged lock-parts, wedge-shaped additional pieces positioned in the natural space-room between the lock-parts, and welded seams connecting the additional pieces to the lock-parts.
- a rigid lock-joint of sheet piles consisting of engaged lock-parts, additional pieces positioned at either side of the lockjoint in the natural space-room between the lock-parts, and welded seams connecting the additional pieces to the lock-parts.
- a rigid lock-joint of sheet piles consisting of engaged lock-parts, wedge-shaped additional pieces positioned at either side of the lock-joint in the natural space-room between the lock-parts, and welded. seams connecting the additional pieces to the lockparts.
- a rigid lock-joint of sheet piles consisting of engaged lock-parts, wedge-shaped additional pieces positioned in the natural space-room between the lock-parts, and welded seams at either side of the additional pieces connecting the additional pieces to tllo lock-parts.
- a rigid lock-joint of sheet piles consisting of engaged lock-parts, wedge-shaped additional pieces positioned at either side of the lock-joint in the natural space-room between the lock-parts, and welded seams at either side of the additional pieces connecting the additional pieces to the lockparts.
- Sheet piling composed of locked piles having additional pieces positioned in the natural space-room between the lock-parts and Welded to the lock-parts.
- Sheet piling composed of locked piles having additional pieces positioned at either side of the lock in the natural space-room between the lock-parts and Welded to the lock-parts.
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Composite Materials (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Description
Feb. 21, 1933. A, FRlcKE 1,898,767
WELDED LOCK JOINT FOR SHEET FILING Filed Feb. 24, 1932 Invenior:
i 77nd? Patented Feb. 21, 1933 UNITED STATES PATENT OFFICE ARTHUR FRICKE, OF DORTMUND, GERMANY, A SSIGNOR TO THE FIRM VEREINIGTE STAHLWERKE AKTIENGESELLSCHAFT, OF DUSSELDORF, GERMANY WELDED LOCK JOINT FOR SHEET FILING Application filed February 24, 1932, Serial No. 594,854, and in Germany June 20, 1931.
In the lock-joints for sheet-piling there occur always stresses, independently from the fact ,whether the lock-joint is placed in the neutral axis or in the outer layer. Shifting,
5 or torsional movements of the sheets, one in relation to the other, however, influence the resistance coeflicient of the wall. For reasons relating to the processes of rolling and ramming, it is however impossible to avoid lock-joints altogether. In most cases it is possible to ram two or three sheets locked together. The joints of such a unit which is to be rammed at one and the same time, can be made by welding or by some other means. In the case of welding, however, it has been found that the play-room which every lock- .joint must have for reasons related to the rolling process, is a disadvantage. In order to bridge over this play-room, the welding must be extensive and in the welded seam there occur stresses due to shrinking which often give rise to crevices in the seam.
The present invention eliminates these disadvantages in that the play-room is bridged over by a wedge or a flat piece of iron. The wedge is driven in, until the inner lock-parts come to lie entirely one against the other. The wedge is then welded to both sheets. This connection eliminates any longitudinal or transverse displacement and any torsional movement in the lock-joint. The wedges and the welded seams need be arranged only at ,given distances one from the other. In order to avoid tensional stresses in the welded seam, counter-wedges can be driven in, on the opposite side, at greater intervals, and these counter-wedges can also be welded on.
In the accompanying drawing an embodiment of the invention is represented, of which drawing Figure 1 shows one form of the lock-j oint, and
Figure 2 shows another form of the lockjoint.
In Figure 1 the sheets CL and b are held together, for example, by a Larssen-lock. The wedge 0 is positioned in the space-room between the lock-parts and connected thereto by the welded seams (Z and e.
In Figure 2 a counterwedge is arranged besides the wedge on the opposite side of the lock-Joint in the space-room between the lockparts and connected thereto in the same manner as the first mentioned wedge by two welded seams, so that a rigid lock-joint without tensional stresses is obtained.
, What I claim and desire to secure by Letters Patent of the United States is:
l. A rigid lock-joint of sheet piles, consisting of engaged lock-parts, additional pieces positioned in the natural space-room between the lock-parts, and welded seams connecting the additional pieces to the lockparts.
2. A rigid lock-joint of sheet piles, consisting of engaged lock-parts, wedge-shaped additional pieces positioned in the natural space-room between the lock-parts, and welded seams connecting the additional pieces to the lock-parts.
3. A rigid lock-joint of sheet piles, consisting of engaged lock-parts, additional pieces positioned at either side of the lockjoint in the natural space-room between the lock-parts, and welded seams connecting the additional pieces to the lock-parts.
4. A rigid lock-joint of sheet piles, consisting of engaged lock-parts, wedge-shaped additional pieces positioned at either side of the lock-joint in the natural space-room between the lock-parts, and welded. seams connecting the additional pieces to the lockparts.
5. A rigid lock-joint of sheet piles, consisting of engaged lock-parts, wedge-shaped additional pieces positioned in the natural space-room between the lock-parts, and welded seams at either side of the additional pieces connecting the additional pieces to tllo lock-parts.
6. A rigid lock-joint of sheet piles, consisting of engaged lock-parts, wedge-shaped additional pieces positioned at either side of the lock-joint in the natural space-room between the lock-parts, and welded seams at either side of the additional pieces connecting the additional pieces to the lockparts.
7. Sheet piling composed of locked piles having additional pieces positioned in the natural space-room between the lock-parts and Welded to the lock-parts.
8. Sheet piling composed of locked piles having additional pieces positioned at either side of the lock in the natural space-room between the lock-parts and Welded to the lock-parts.
In testimony whereof I afiix my signature.
ARTHUR FRICKE.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE1898767X | 1931-06-20 |
Publications (1)
Publication Number | Publication Date |
---|---|
US1898767A true US1898767A (en) | 1933-02-21 |
Family
ID=7748269
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US594854A Expired - Lifetime US1898767A (en) | 1931-06-20 | 1932-02-24 | Welded lock joint for sheet piling |
Country Status (1)
Country | Link |
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US (1) | US1898767A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19543084A1 (en) * | 1995-11-18 | 1997-05-22 | Preussag Stahl Ag | Steel sheet piling profile |
-
1932
- 1932-02-24 US US594854A patent/US1898767A/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19543084A1 (en) * | 1995-11-18 | 1997-05-22 | Preussag Stahl Ag | Steel sheet piling profile |
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