DK142466B - BUILDING ELEMENT OF PARALLELLE PROFILE CARRIERS IN THE SAME PLAN - Google Patents
BUILDING ELEMENT OF PARALLELLE PROFILE CARRIERS IN THE SAME PLAN Download PDFInfo
- Publication number
- DK142466B DK142466B DK340173AA DK340173A DK142466B DK 142466 B DK142466 B DK 142466B DK 340173A A DK340173A A DK 340173AA DK 340173 A DK340173 A DK 340173A DK 142466 B DK142466 B DK 142466B
- Authority
- DK
- Denmark
- Prior art keywords
- building element
- parallelle
- profile
- same plan
- pipes
- Prior art date
Links
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
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)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Shaping Of Tube Ends By Bending Or Straightening (AREA)
- Revetment (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Description
V p JV p J
(11) FREMLÆGGELSESSKRIFT 142466 DANMARK !«-) lm.Cl.s E 02 D 17/08 «(21) Ansøgning nr. 5^Ol/75 (22) Indleveret den 20. Jun. 1975 (24) Løbedag 20. jun. 1975 (44) Ansøgningen fremlagt og fremlæggelsesskriftet offentliggjort den 5 · nOV. 1 980 DIREKTORATET FOR ,an, ^ PATENT-OG VAREMÆRKEVÆSENET (30> Pnoritet begæret fra den(11) PRESENTATION 142466 DENMARK! '-) lm.Cl.s E 02 D 17/08' (21) Application No 5 ^ Ol / 75 (22) Filed on 20 Jun. 1975 (24) Race day 20 Jun. 1975 (44) The application submitted and the petition published on 5 November. 1 980 DIRECTORATE OF, AN, ^ PATENT AND TRADEMARKET (30> Pnority requested from the
22. jun. I972, 2250595* DEJun 22 I972, 2250595 * DE
(71) JOSEF KRINGS, Hans-Boeckler-Str. 25* D-5158 Oberbruch, DE.(71) JOSEF KRINGS, Hans-Boeckler-Str. 25 * D-5158 Oberbruch, DE.
(72) Opfinder: Samme.(72) Inventor: Same.
(74) Fuldmægtig under sagens behandling:(74) Plenipotentiary in the proceedings:
Patentagentfirmaet Magnus Jensens Eftf.Patent law firm Magnus Jensens Eftf.
(54) Bygningselement af parallelle, i samme plan anbragte profildragere.(54) Building element of parallel, profile planes arranged in the same plane.
Den foreliggende opfindelse angår et bygningselement af den i krav l's indledning angivne art.The present invention relates to a building element of the kind set forth in claim 1.
Sådanne elementer benyttes med bæreprofilerne anbragt vandret blandt andet til afstivning i forbindelse med udgravninger, eksempelvis som spunsvæg, men har den ulempe, at de deformeres af de store bøjepåvirkninger, der opstår, når et element løftes, sædvanligvis i til overkanten fastgjorte øjer.Such elements are used with the supporting profiles arranged horizontally for, among other things, stiffening in connection with excavations, for example as a spun wall, but have the disadvantage that they are deformed by the large bending stresses that arise when an element is lifted, usually in the eyes fixed to the upper edge.
Formålet med den foreliggende opfindelse er at anvise et bygningselement af den omhandlede art uden denne ulempe, idet tværkræfter under løftning så vidt muligt undgås.The object of the present invention is to provide a building element of the kind in question without this disadvantage, as far as possible, avoiding cross forces during lifting.
142466 - 2 -142466 - 2 -
Dette opnås ifølge opfindelsen ved den i krav 1 anviste konstruktion.This is achieved according to the invention by the construction of claim 1.
Ved denne konstruktion kan de for løftning beregnede trækøjer fastgøres til rørene, eksempelvis ved bajonetfatning, og de optrædende løftekræfter optages hovedsagelig af de i virkeliniens retning gående rør. Når elementet skal trykkes på plads, kan kræfterne ligeledes i det væsentlige optages af rørene.In this construction, the lifting eyes intended for lifting can be attached to the pipes, for example by bayonet mounting, and the lifting forces occurring are mainly absorbed by the pipes going in the direction of the work line. When the element is to be pressed into place, the forces can also be substantially absorbed by the tubes.
Ved nedtrykningen af elementet i jorden kan rørene samtidig tjene til underskylning med vand eller tiksotrope væsker eller til bortsugning af grundvand.When depressing the element in the soil, the pipes can simultaneously serve to flush with water or thixotropic fluids or to extract groundwater.
Det er ifølge opfindelsen fordelagtigt, at rørene som anlæg for hjælpeorganer til nedtrykning af elementet i jorden eller løftning af elementet har indtrykninger i rørvæggen.According to the invention it is advantageous that the pipes, as abutments for auxiliary means for depressing the element in the ground or lifting the element, have impressions in the pipe wall.
Rørene kan være sammensvejst med profildragerne, der kan have I- eller U-profil. Man kan imidlertid undlade svejsningerne, når ifølge opfindelsen rørene mellem naboprofildragere er omgivet af afstandsbøsninger. Der kan da opnås en vægtbesparelse ved kun at placere afstandsbøsninger i en del af mellemrummene.The tubes may be welded together with the profile supports which may have an I or U profile. However, the welds can be omitted when, according to the invention, the pipes between neighboring profile carriers are surrounded by spacers. A weight saving can then be achieved by placing only spacers in a part of the spaces.
Opfindelsen skal forklares nærmere i det følgende i forbindelse med tegningen, hvor fig. 1 viser i perspektiv en del af et bygningselement ifølge opfindelsen, fig. 2 en del af elementet set forfra med en ved nedtrykning i jorden af elementet anvendt ramme, fig. 3 en anden udførelsesform for elementet, set forfra, fig. 4 et snit gennem den øverste del af et af elementets rør med monteret trækøje, og fig. 5 et snit langs linien V-V i fig. 4.BRIEF DESCRIPTION OF THE DRAWINGS The invention will be explained in more detail below with reference to the drawing, in which: FIG. 1 is a perspective view of part of a building element according to the invention; FIG. 2 is a front elevation of a member with a frame used for depressing the ground of the member; FIG. 3 is another front view of the element; FIG. 4 is a section through the upper part of one of the element's tubes with a towing eye mounted; and FIG. 5 is a section along the line V-V in FIG. 4th
Fig. 1 viser delvis gennemskåret en del af et bygningselement 1 ifølge opfindelsen.FIG. 1 shows a partially sectioned part of a building element 1 according to the invention.
Elementet består af i samme plan anbragte I-profildragere 2,3, gennem hvilke er ført derpå vinkelrette rør 4. Ved den viste udførelsesform strækker hver anden profildrager 2 sig mellem U-formede endedragere 5» medens de øvrige dragere 3 er kortere. Elementet er på begge sider beklædt med tynde plader 6,7» der er fastgjort ved punktsvejsning 18.The element consists of I-profile supports 2.3 arranged in the same plane, through which are perpendicular tubes 4. In the illustrated embodiment, every other profile carrier 2 extends between U-shaped end supports 5, while the other supports 3 are shorter. The element is lined on both sides with thin sheets 6.7 "fixed by spot welding 18.
- 3 - 142466- 3 - 142466
Som det fremgår af fig. 1, strækker rørene 4 sig ned under den underste profildrager 2. Den udragende rørende 12 er tilspidset for at lette nedtrykning i jord. Alternativt kan der indsættes en rørspids i enden af rørene 4.As shown in FIG. 1, the pipes 4 extend below the lower profile carrier 2. The protruding pipe 12 is tapered to facilitate soil depression. Alternatively, a pipe tip may be inserted into the end of the pipes 4.
Fig. 2 viser elementet set forfra og ligeledes delvis gennemskåret. Ved den øverste ende har rørenes 4 indervæg halvmåneformede fremspring 8. Disse fremspring kan, som tydeligere vist i fig. 4 og 5» tjene som anslag for trækøjer 9, hvis cylinderformede skaft 10 indstikkes i rørene 4. I den nedre del af skaftet 10 findes indskæringer, således at skaft og rør kan sammenlåses ved 90° drejning af skaftet.FIG. 2 shows the front view of the element and also partially cut through. At the upper end, the inner wall of tubes 4 has crescent-shaped projections 8. These projections can, as more clearly shown in FIG. 4 and 5 'serve as an impact for drawbar eyes 9 whose cylindrical shaft 10 is inserted into the tubes 4. In the lower part of the shaft 10 there are notches so that the shaft and tube can be interlocked by 90 ° rotation of the shaft.
Fig. 2 viser også en ramme 12, der anvendes ved elementets nedtrykning i jorden, og bestående af parallelle profildragere 13 og derpå vinkelrette mellemstræbere 14, der kan være rørstykker. På undersiden har rammen 12 fremstående tappe 15» der eventuelt kan være endedele af stræberne 14.FIG. Figure 2 also shows a frame 12 used for depressing the element into the ground, and consisting of parallel profile supports 13 and then perpendicular intermediate strings 14, which may be pipe pieces. On the underside, the frame 12 has projecting pins 15 »which may optionally be end portions of the strut 14.
Disse tappe 15 kan indføres i bygningselementets 1 rør 4 til anlæg mod fremspringene 8. Rammen 12 tjener herved til at lede nedtrykningskræfter til rørene 4, således at der ikke opstår bøjningskræfter, når elementet skal trykkes på plads.These pins 15 can be inserted into the pipe 4 of the building element 1 for abutment against the projections 8. The frame 12 thus serves to direct compressive forces to the pipes 4 so that no bending forces occur when the element is pressed into place.
Elementets rør 4 kan endvidere benyttes til at bortsuge grundvand eller til at indføre eksempelvis en tiksotrop væske eller vand til underskylning.The tube 4 of the element can also be used to absorb groundwater or to introduce, for example, a thixotropic liquid or water for rinsing.
Fig. 3 viser en udføreisesform, hvor rørene 4 ikke er svejst sammen med profildragerne 2,3. Mellem profildrageme 2 og 3 er rørene omgivet af en afstandsbøsning 16, og foroven og forneden er rørene sammenspændt med dragerae ved hjælp af eksempelvis møtrikker 19 eller kiler.FIG. 3 shows an embodiment in which the tubes 4 are not welded together with the profile supports 2,3. Between the profile drags 2 and 3, the pipes are surrounded by a spacer sleeve 16, and the top and bottom pipes are clamped with draw rods by means of, for example, nuts 19 or wedges.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE19722230395 DE2230395C3 (en) | 1972-06-22 | Shoring plate in box design | |
| DE2230395 | 1972-06-22 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| DK142466B true DK142466B (en) | 1980-11-03 |
| DK142466C DK142466C (en) | 1981-03-30 |
Family
ID=5848386
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| DK340173A DK142466C (en) | 1972-06-22 | 1973-06-20 | BUILDING ELEMENT OF PARALLEL PROFILE CARRIERS IN THE SAME PLAN |
Country Status (17)
| Country | Link |
|---|---|
| US (1) | US3858399A (en) |
| AT (1) | AT332314B (en) |
| BE (1) | BE801070A (en) |
| CH (1) | CH564655A5 (en) |
| DK (1) | DK142466C (en) |
| ES (1) | ES414042A1 (en) |
| FI (1) | FI56423C (en) |
| FR (1) | FR2190128A5 (en) |
| GB (1) | GB1417346A (en) |
| HK (1) | HK18978A (en) |
| HU (1) | HU169559B (en) |
| IN (1) | IN142147B (en) |
| IT (1) | IT987318B (en) |
| MY (1) | MY7800243A (en) |
| NL (1) | NL159156B (en) |
| SE (1) | SE401219B (en) |
| YU (1) | YU35636B (en) |
Families Citing this family (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| YU36769B (en) * | 1973-09-12 | 1984-08-31 | Krings Josef | Panel plate for pits |
| JPS5166113A (en) * | 1974-11-30 | 1976-06-08 | Krings Josef | |
| 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 |
| JPS568994Y2 (en) * | 1976-10-14 | 1981-02-27 | ||
| 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 |
| US7056067B2 (en) * | 2003-10-03 | 2006-06-06 | Max Kadiu | Trench shoring device |
| CN102605953B (en) * | 2012-02-28 | 2013-02-13 | 中核能源科技有限公司 | Construction method for steel-framework concrete wall of primary loop cabin of high temperature gas cooled reactor |
| US20140079491A1 (en) | 2012-09-14 | 2014-03-20 | Clayton Leigh Foster | Ground engaging shaft |
Family Cites Families (6)
| 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 |
-
1973
- 1973-04-02 AT AT288373A patent/AT332314B/en not_active IP Right Cessation
- 1973-04-25 ES ES414042A patent/ES414042A1/en not_active Expired
- 1973-05-03 FR FR7315933A patent/FR2190128A5/fr not_active Expired
- 1973-05-03 FI FI1400/73A patent/FI56423C/en active
- 1973-05-07 IT IT23788/73A patent/IT987318B/en active
- 1973-05-11 US US359516A patent/US3858399A/en not_active Expired - Lifetime
- 1973-05-14 GB GB2281573A patent/GB1417346A/en not_active Expired
- 1973-05-15 YU YU1276/73A patent/YU35636B/en unknown
- 1973-05-22 CH CH728873A patent/CH564655A5/xx not_active IP Right Cessation
- 1973-06-18 BE BE132397A patent/BE801070A/en not_active IP Right Cessation
- 1973-06-20 DK DK340173A patent/DK142466C/en not_active IP Right Cessation
- 1973-06-20 SE SE7308760A patent/SE401219B/en unknown
- 1973-06-21 HU HUKI694A patent/HU169559B/hu unknown
- 1973-06-21 NL NL7308685.A patent/NL159156B/en not_active IP Right Cessation
-
1975
- 1975-07-25 IN IN1461/CAL/75A patent/IN142147B/en unknown
-
1978
- 1978-04-04 HK HK189/78A patent/HK18978A/en unknown
- 1978-12-30 MY MY243/78A patent/MY7800243A/en unknown
Also Published As
| Publication number | Publication date |
|---|---|
| NL159156B (en) | 1979-01-15 |
| MY7800243A (en) | 1978-12-31 |
| ES414042A1 (en) | 1976-02-16 |
| YU127673A (en) | 1980-10-31 |
| CH564655A5 (en) | 1975-07-31 |
| BE801070A (en) | 1973-10-15 |
| ATA288373A (en) | 1975-12-15 |
| AT332314B (en) | 1976-09-27 |
| IN142147B (en) | 1977-06-04 |
| DK142466C (en) | 1981-03-30 |
| NL7308685A (en) | 1973-12-27 |
| DE2230395A1 (en) | 1974-01-10 |
| HK18978A (en) | 1978-04-14 |
| HU169559B (en) | 1976-12-28 |
| IT987318B (en) | 1975-02-20 |
| FI56423C (en) | 1980-01-10 |
| US3858399A (en) | 1975-01-07 |
| FI56423B (en) | 1979-09-28 |
| YU35636B (en) | 1981-04-30 |
| GB1417346A (en) | 1975-12-10 |
| SE401219B (en) | 1978-04-24 |
| FR2190128A5 (en) | 1974-01-25 |
| DE2230395B2 (en) | 1974-12-05 |
| AU5566773A (en) | 1974-11-14 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PBP | Patent lapsed |