US1669592A - Rigid airship - Google Patents

Rigid airship Download PDF

Info

Publication number
US1669592A
US1669592A US2832A US283225A US1669592A US 1669592 A US1669592 A US 1669592A US 2832 A US2832 A US 2832A US 283225 A US283225 A US 283225A US 1669592 A US1669592 A US 1669592A
Authority
US
United States
Prior art keywords
truss
ring
cross
rigid airship
bracing
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
US2832A
Inventor
Arnstein Karl
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.)
Luftschiffbau Zeppelin GmbH
Original Assignee
Luftschiffbau Zeppelin GmbH
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 Luftschiffbau Zeppelin GmbH filed Critical Luftschiffbau Zeppelin GmbH
Application granted granted Critical
Publication of US1669592A publication Critical patent/US1669592A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B64AIRCRAFT; AVIATION; COSMONAUTICS
    • B64BLIGHTER-THAN AIR AIRCRAFT
    • B64B1/00Lighter-than-air aircraft

Definitions

  • My invention relates to rig-id airships the hull of which is madefup of longitudinal and of cross members and especial y to-the construction of such cross members.
  • the cross members of a rigid airship are usually polygonal ring trusses comprising circumferential girders and a wire'bracing.
  • the wire bracing besides stiffening the ring truss in itself against bending stresses serves for steadying the end walls of the gas cel'ls inserted between every two braced cross members, especially so in case of difference in pressure in two adjacent cells. Under such circumstances which will occur for example with the leakage of one cell, the surplus pressure in one direction will cause an inward tension on the circumferential gird-' ers of the ring truss. Such tension stress is one of the most diflicult main stresses to be carried by the ring truss.
  • My invention does away with the possible occurrence of such dangerous stresses by totally omitting the wire bracing and by making the circumferential girders so strong as-to be practically stiff against bending stresses resulting from the shlps load.
  • the end wall of a gas cell in case of leakage in the adjacent cell will bulge through the middle opening of the ring structure. For the purpose of giving support to this wall, it
  • a resilient or elastic network may be provided which transmits part of the stress to the circumferential truss.
  • Fig. 1 is a cross section through the airship showing the ring truss in front elevation.
  • Fig. 2 is the corresponding side eleva tion of a portion of the shi In both fig- 5 ures the outer cover of the s ip and the gas cells are assumed to be taken off.
  • the cross member A is a ring-shaped truss comprising outer truss members a and inner truss members Z) connected with each other by struts c.
  • This ring truss is absolutely s'tifl against bending stresses.
  • a net or the like at may be provided which is fastened to the ring structure by ropes e, referably connecting to the outer chords a of the structure, the ropes 6 approximately equalling in myself to the example described or shown in the drawing as many to persons skilled in the What I claim is:
  • a longitudinal member and a cross member constituting a ring truss stiff against bending stresses in itself without cross bracing, and a network situated within and fastened to said ring truss and adapted to bulge out of its plane.
  • the hull of a rigid airship comprising longitudinal members and cross members constituting individual compartments adapted to have gas cells inserted, one of said cross members constituting a substantially annular truss in such dimensions as to be stifi' against bending stresses resulting from the ships load without internal reinforcing bracing, and a network inserted within and fastened to said annular truss'and adapted variations will occur art.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Aviation & Aerospace Engineering (AREA)
  • Rod-Shaped Construction Members (AREA)

Description

K. ARNSTEIN May 15, 1928.
RIGID AIRSHIP Filed Jan. 16. 1925 QM m ' A'ITQRNEYIS Patented May 15, 1928;
UNITED STATES PATENT OFFICE.
n31. Annsrnm, or mow, onro, ASSIGNOR 'ro LUFTSCHIFFBAU znrrnnm er:-
BELLBGEAIT MIT BESGHRANKTER HA GERMANY.
F'IUNG, on FRIEDRICHSHAFEN, nonmisnn,
RIGID .AIBSHIP.
Application filed January 16, 1925, Serial No. 2,832, and in Germany February 11, 1924.
My invention relates to rig-id airships the hull of which is madefup of longitudinal and of cross members and especial y to-the construction of such cross members.
The cross members of a rigid airship are usually polygonal ring trusses comprising circumferential girders and a wire'bracing. The wire bracing besides stiffening the ring truss in itself against bending stresses serves for steadying the end walls of the gas cel'ls inserted between every two braced cross members, especially so in case of difference in pressure in two adjacent cells. Under such circumstances which will occur for example with the leakage of one cell, the surplus pressure in one direction will cause an inward tension on the circumferential gird-' ers of the ring truss. Such tension stress is one of the most diflicult main stresses to be carried by the ring truss.
My invention does away with the possible occurrence of such dangerous stresses by totally omitting the wire bracing and by making the circumferential girders so strong as-to be practically stiff against bending stresses resulting from the shlps load. The end wall of a gas cell in case of leakage in the adjacent cell will bulge through the middle opening of the ring structure. For the purpose of giving support to this wall, it
thought necessary, a resilient or elastic network may be provided which transmits part of the stress to the circumferential truss.
But as the net work will be chosen so as to allow a considerable pitch of camber with regard to the ring plane the stresses transmitted will be practically negligible when compared with the stresses resulting from the former wire bracing where the pitch of 40 camber was very low and-also an advance tension had to be given to the wires.
Having given a general description of my invention I now want to point out the details thereof referring to the drawing which shows an example embodying my invention.
Fig. 1 is a cross section through the airship showing the ring truss in front elevation. Fig. 2 is the corresponding side eleva tion of a portion of the shi In both fig- 5 ures the outer cover of the s ip and the gas cells are assumed to be taken off.
The cross member A is a ring-shaped truss comprising outer truss members a and inner truss members Z) connected with each other by struts c. This ring truss is absolutely s'tifl against bending stresses. A net or the like at may be provided which is fastened to the ring structure by ropes e, referably connecting to the outer chords a of the structure, the ropes 6 approximately equalling in myself to the example described or shown in the drawing as many to persons skilled in the What I claim is:
1. In the. hull of a rigid airship a longitudinal member and a cross member, said cross member constitutinga ring truss stiff against bending stresses in itself without cross bracing, and a network situated within and fastened to said ring truss and adapted to bulge out of its plane. a
2. In the hull of a rigid airship a longitudinal member and member constituting a ring truss stiff against bending stresses in itself without cross bracing, and an elastic network situated within and fastened to said ring truss and adapted to bulge out of its plane.
3. The hull of a rigid airship comprising longitudinal members and cross members constituting individual compartments adapted to have gas cells inserted, one of said cross members constituting a substantially annular truss in such dimensions as to be stifi' against bending stresses resulting from the ships load without internal reinforcing bracing, and a network inserted within and fastened to said annular truss'and adapted variations will occur art.
a cross member, said cross to bulge into oneof the said compartments adjacent to said cross member.
KARL ARNSTEIN.
US2832A 1924-02-11 1925-01-16 Rigid airship Expired - Lifetime US1669592A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE1669592X 1924-02-11

Publications (1)

Publication Number Publication Date
US1669592A true US1669592A (en) 1928-05-15

Family

ID=7738829

Family Applications (1)

Application Number Title Priority Date Filing Date
US2832A Expired - Lifetime US1669592A (en) 1924-02-11 1925-01-16 Rigid airship

Country Status (1)

Country Link
US (1) US1669592A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3180590A (en) * 1963-01-23 1965-04-27 Aereon Corp Pressurized airship
US5899412A (en) * 1997-12-19 1999-05-04 Northrop Grumman Corporation Aircraft pressure containment assembly module
US20170008607A1 (en) * 2015-07-09 2017-01-12 Airbus Operations Gmbh Fuselage Structure And Method For Manufacturing A Fuselage Structure
US20210031900A1 (en) * 2019-07-30 2021-02-04 Airbus Sas Pressure bulkhead

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3180590A (en) * 1963-01-23 1965-04-27 Aereon Corp Pressurized airship
US5899412A (en) * 1997-12-19 1999-05-04 Northrop Grumman Corporation Aircraft pressure containment assembly module
US20170008607A1 (en) * 2015-07-09 2017-01-12 Airbus Operations Gmbh Fuselage Structure And Method For Manufacturing A Fuselage Structure
US10486789B2 (en) * 2015-07-09 2019-11-26 Airbus Operations Gmbh Fuselage structure and method for manufacturing a fuselage structure
US20210031900A1 (en) * 2019-07-30 2021-02-04 Airbus Sas Pressure bulkhead
US12012198B2 (en) * 2019-07-30 2024-06-18 Airbus Sas Pressure bulkhead

Similar Documents

Publication Publication Date Title
ITMI980396A1 (en) SOLAR GENERATOR FOR SATELLITES
US8240607B2 (en) Aircraft-fuselage assembly concept
US20110024563A1 (en) Pressure fuselage of an aircraft or spacecraft with pressure calotte
CN110697087A (en) Satellite propulsion service cabin structure
US1669592A (en) Rigid airship
US1682405A (en) Nonrigid airship
ES2878279T3 (en) Frame for aircraft fuselage hulls and fuselage hull
US2083051A (en) Airship
US1007405A (en) Airship, balloon, aeroplane, and the like.
US1691818A (en) Keel column
US1364596A (en) Pneumatically-reinforced casing for aeronautic carriers
US2073297A (en) Ring bracing of rigid airships
US1894011A (en) Construction of fuselage or other bodies of aircraft
US1298487A (en) Airship.
US2197568A (en) Airship
US1631908A (en) Rigid airship
US1548336A (en) Gas cell of airships
US1877956A (en) Airship
US1505689A (en) Rigid frame for airships
US1779387A (en) Main ring for rigid airships
US1925133A (en) Aircraft
US1456497A (en) Skeleton frame construction for airships and the like
US1900743A (en) Airship
US1662021A (en) Hull structure for gigid airships
GB130689A (en) Improvements in or relating to the Aerostat Structure of Rigid Airships.