SU424954A1 - PRELIMINARY STRESSED SPATIAL CONSTRUCTION ELEMENT - Google Patents

PRELIMINARY STRESSED SPATIAL CONSTRUCTION ELEMENT

Info

Publication number
SU424954A1
SU424954A1 SU1728129A SU1728129A SU424954A1 SU 424954 A1 SU424954 A1 SU 424954A1 SU 1728129 A SU1728129 A SU 1728129A SU 1728129 A SU1728129 A SU 1728129A SU 424954 A1 SU424954 A1 SU 424954A1
Authority
SU
USSR - Soviet Union
Prior art keywords
construction element
spatial construction
spatial
preliminary stressed
stressed
Prior art date
Application number
SU1728129A
Other languages
Russian (ru)
Original Assignee
В. Ф. Колейчук
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 В. Ф. Колейчук filed Critical В. Ф. Колейчук
Priority to SU1728129A priority Critical patent/SU424954A1/en
Application granted granted Critical
Publication of SU424954A1 publication Critical patent/SU424954A1/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/19—Three-dimensional framework structures
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/19—Three-dimensional framework structures
    • E04B2001/1993—Details of framework supporting structure, e.g. posts or walls
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/19—Three-dimensional framework structures
    • E04B2001/1996—Tensile-integrity structures, i.e. structures comprising compression struts connected through flexible tension members, e.g. cables

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Prostheses (AREA)

Description

1one

Изобретение может быть иснользовано дл  образовани  покрытий, мачт и т. п.The invention may be used to form coatings, masts, etc.

Известен предварительно напр женный пространственный строительный элемент из дискретно расположенных жестких стержней и соедин ющих их вант.A prestressed spatial building element is known from discretely arranged rigid rods and cables connecting them.

Цель изобретени  - упростить конструкцию и уменьшить длину вант.The purpose of the invention is to simplify the design and reduce the length of the shrouds.

Достигаетс  это тем, что он выполнен с пропущенными через концы двух смежных жестких стержней и соединенными между собой ваптами, при этом жесткий стержень и ванта в каждом узле соединени  расположены в одной плоскости.This is achieved by the fact that it is made with passed through the ends of two adjacent rigid rods and interconnected vapts, while the rigid rod and the cable at each connection node are located in the same plane.

Это позвол ет сократить число вант в узле соединени  до двух, а длину раст нутого контура - па 25%.This reduces the number of guys in the joint to two, and the length of the extended contour by 25%.

На фиг. 1 изображен предлагаемый предварительно напр жеппый пространственный элемент, вид сбоку; на фиг. 2 - то , в аксонометрии; на фиг. 3 - то же, план; на фиг. 4 - вариант конструкции плоского перекрыти  пространственных элементов.FIG. 1 shows the proposed pre-straight spatial element, side view; in fig. 2 - in perspective view; in fig. 3 - the same plan; in fig. 4 - a variant of the construction of a planar overlap of spatial elements.

Пространственный элемент выполнен с пропущенными через концы двух смежных жестких стержней 1 вантами 2, соединенными между собой. Жесткий стержень 1 и ванта 2 в каждом узле соединени  3 расположены в одной плоскости. Ванты соединены своими концами в точках 4.The spatial element is made with passed through the ends of two adjacent rigid rods 1 of the cables 2 connected to each other. The rigid rod 1 and the guy 2 in each joint node 3 are located in the same plane. The guys are connected by their ends at points 4.

Ири образовании плоского покрыти  пз таких элементов число сход щихс  стержней (жестких + вант) в узлах 5 соединени  смежных элементов равно п ти.In the formation of a flat coating of such elements, the number of convergent rods (rigid + cables) in nodes 5 of the connection of adjacent elements is five.

Предмет изобретени Subject invention

Предварительно напр женный простраиственный строительный элемент, преимущественно дл  образовани  покрытий из дискретно располол енных жестких стержней и соедин ющих их вант, отличающийс  тем, что, с целью упрощени  конструкции и уменьщеПИЯ длины вант, он выполнен с пропущенными через концы двух смежных жестких стержней и соединенными между собой вантами, при этом жесткий стержень и ванта в каждом узле соединени  расположены в одной плоскости.A prestressed prosthetic building element, mainly for forming coatings of discretely arranged rigid rods and connecting cables, characterized in that, in order to simplify the construction and reduce the PIT length of the cables, it is made with two rigid rods passing through the ends of by the cables, with the rigid rod and the guy in each connection node located in the same plane.

VS Ч.VS Ch.

fun ffun f

Фиг г(рцг.5Fig g (rtsg.5

XX

Фиг лFig l

SU1728129A 1971-12-23 1971-12-23 PRELIMINARY STRESSED SPATIAL CONSTRUCTION ELEMENT SU424954A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SU1728129A SU424954A1 (en) 1971-12-23 1971-12-23 PRELIMINARY STRESSED SPATIAL CONSTRUCTION ELEMENT

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SU1728129A SU424954A1 (en) 1971-12-23 1971-12-23 PRELIMINARY STRESSED SPATIAL CONSTRUCTION ELEMENT

Publications (1)

Publication Number Publication Date
SU424954A1 true SU424954A1 (en) 1974-04-25

Family

ID=20497150

Family Applications (1)

Application Number Title Priority Date Filing Date
SU1728129A SU424954A1 (en) 1971-12-23 1971-12-23 PRELIMINARY STRESSED SPATIAL CONSTRUCTION ELEMENT

Country Status (1)

Country Link
SU (1) SU424954A1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4603519A (en) * 1984-12-17 1986-08-05 Lew Hyok S Geodesically reinforced honeycomb structures
US4807408A (en) * 1984-12-17 1989-02-28 Jung G. Lew Geodesically reinforced honeycomb structures

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4603519A (en) * 1984-12-17 1986-08-05 Lew Hyok S Geodesically reinforced honeycomb structures
US4807408A (en) * 1984-12-17 1989-02-28 Jung G. Lew Geodesically reinforced honeycomb structures

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