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RU2019115830A - PROTECTION SYSTEM OF BUILDINGS AGAINST AIRCRAFT CRASHING INTO THEM - Google Patents

PROTECTION SYSTEM OF BUILDINGS AGAINST AIRCRAFT CRASHING INTO THEM Download PDF

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Publication number
RU2019115830A
RU2019115830A RU2019115830A RU2019115830A RU2019115830A RU 2019115830 A RU2019115830 A RU 2019115830A RU 2019115830 A RU2019115830 A RU 2019115830A RU 2019115830 A RU2019115830 A RU 2019115830A RU 2019115830 A RU2019115830 A RU 2019115830A
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RU
Russia
Prior art keywords
protective
beams
building
wall
lattice layer
Prior art date
Application number
RU2019115830A
Other languages
Russian (ru)
Inventor
Адам ФИЛА
Виктор ВЛАСКИ
Original Assignee
Фраматом Гмбх
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 Фраматом Гмбх filed Critical Фраматом Гмбх
Publication of RU2019115830A publication Critical patent/RU2019115830A/en

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Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F41WEAPONS
    • F41HARMOUR; ARMOURED TURRETS; ARMOURED OR ARMED VEHICLES; MEANS OF ATTACK OR DEFENCE, e.g. CAMOUFLAGE, IN GENERAL
    • F41H5/00Armour; Armour plates
    • F41H5/24Armour; Armour plates for stationary use, e.g. fortifications ; Shelters; Guard Booths
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/04Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate against air-raid or other war-like actions
    • E04H9/06Structures arranged in or forming part of buildings
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F41WEAPONS
    • F41HARMOUR; ARMOURED TURRETS; ARMOURED OR ARMED VEHICLES; MEANS OF ATTACK OR DEFENCE, e.g. CAMOUFLAGE, IN GENERAL
    • F41H11/00Defence installations; Defence devices
    • F41H11/02Anti-aircraft or anti-guided missile or anti-torpedo defence installations or systems
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F41WEAPONS
    • F41HARMOUR; ARMOURED TURRETS; ARMOURED OR ARMED VEHICLES; MEANS OF ATTACK OR DEFENCE, e.g. CAMOUFLAGE, IN GENERAL
    • F41H11/00Defence installations; Defence devices
    • F41H11/08Barbed-wire obstacles; Barricades; Stanchions; Tank traps; Vehicle-impeding devices; Caltrops
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F42AMMUNITION; BLASTING
    • F42DBLASTING
    • F42D5/00Safety arrangements
    • F42D5/04Rendering explosive charges harmless, e.g. destroying ammunition; Rendering detonation of explosive charges harmless

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Environmental & Geological Engineering (AREA)
  • Structural Engineering (AREA)
  • Remote Sensing (AREA)
  • Radar, Positioning & Navigation (AREA)
  • Aviation & Aerospace Engineering (AREA)
  • Vibration Dampers (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Claims (13)

1. Защитная система (20) для защиты здания от попадания в него самолета или подобного объекта с высокой энергией, содержащая сооруженную перед стеной (24) здания на расстоянии от нее трехмерную защитную решетку (22) из соединенных друг с другом балок (1-5),1. A protective system (20) for protecting a building from being hit by an aircraft or similar object with high energy, comprising a three-dimensional protective grating (22) erected in front of the building wall (24) at a distance from it from beams (1-5 ), отличающаяся тем, что защитная решетка (22) опирается на стену (24) здания через множество пластически деформируемых, энергопоглощающих элементов (32), причем соответствующий энергопоглощающий элемент (32) содержит трубу (6) из стали, которая расположена между защитной решеткой (22) и стеной (24) здания таким образом, что передаваемая при попадании самолета в защитную решетку (22) сила по меньшей мере большей частью воздействует на трубу (6) в радиальном направлении (34) и сплющивает ее, если смотреть в поперечном сечении.characterized in that the protective grid (22) rests on the wall (24) of the building through a plurality of plastically deformable, energy-absorbing elements (32), and the corresponding energy-absorbing element (32) contains a pipe (6) made of steel, which is located between the protective grid (22) and the wall (24) of the building in such a way that the force transmitted when the aircraft hits the protective grid (22) at least mostly acts on the pipe (6) in the radial direction (34) and flattens it when viewed in cross-section. 2. Защитная система (20) по п. 1, причем защитная решетка (22) опирается на стену (24) здания исключительно через энергопоглощающие элементы (32).2. Protective system (20) according to claim 1, wherein the protective grid (22) rests on the wall (24) of the building exclusively through energy absorbing elements (32). 3. Защитная система (20) по п. 1 или 2, причем диаметр (D) трубы (6) лежит в диапазоне между 0,3 и 1,0 м, а толщина (t) стенки трубы лежит в диапазоне между 10 и 50 мм.3. Protective system (20) according to claim 1 or 2, wherein the diameter (D) of the pipe (6) lies in the range between 0.3 and 1.0 m, and the thickness (t) of the pipe wall lies in the range between 10 and 50 mm. 4. Защитная система (20) по п. 3, причем труба (6) внутри имеет сердечник (36) из скрещенных стальных пластин.4. A protective system (20) according to claim 3, wherein the pipe (6) has a core (36) of crossed steel plates inside. 5. Защитная система (20) по любому из предыдущих пунктов, причем защитная решетка (22) содержит внутренний решетчатый слой (E1), расположенный параллельно стене (24) здания и выполненный из стальных балок (2, 3'), а также внешний решетчатый слой (E2), расположенный параллельно внутреннему слою (E1) и выполненный из стальных балок (1, 3), причем внутренний решетчатый слой (E1) и внешний решетчатый слой (E2) соединены друг с другом посредством стальных балок (4, 5).5. Protective system (20) according to any of the preceding claims, wherein the protective grid (22) comprises an inner lattice layer (E1) located parallel to the building wall (24) and made of steel beams (2, 3 '), as well as an outer lattice a layer (E2) located parallel to the inner layer (E1) and made of steel beams (1, 3), the inner lattice layer (E1) and the outer lattice layer (E2) being connected to each other by means of steel beams (4, 5). 6. Защитная система (20) по п. 5, причем расстояние (b) между обоими решетчатыми слоями (E1, E2) лежит в диапазоне между 10 и 15 м.6. Security system (20) according to claim 5, wherein the distance (b) between the two lattice layers (E1, E2) is between 10 and 15 m. 7. Защитная система (20) по п. 5 или 6, причем как внутренний решетчатый слой (E1), так и внешний решетчатый слой (E2) содержат регулярные прямоугольные решетки, элементарные ячейки которых имеют одинаковые размеры (d, h), и которые по меньшей мере в одном направлении смещены относительно друг друга на половину постоянного параметра решетки (d/2).7. Protective system (20) according to claim 5 or 6, wherein both the inner lattice layer (E1) and the outer lattice layer (E2) contain regular rectangular lattices, the unit cells of which have the same dimensions (d, h), and which at least in one direction are displaced relative to each other by half the constant lattice parameter (d / 2). 8. Защитная система (20) по п. 7, причем ширина (d) элементарной ячейки лежит в диапазоне между 10 и 15 м, а высота (h) элементарной ячейки лежит в диапазоне между 5 и 10 м.8. Security system (20) according to claim 7, wherein the width (d) of the unit cell is in the range between 10 and 15 m, and the height (h) of the unit cell is in the range between 5 and 10 m. 9. Защитная система (20) по п. 7 или 8, причем внутренний решетчатый слой (E1) и внешний решетчатый слой (E2) соединены друг с другом посредством диагональных балок (4, 5), каждая из которых проходит от одной узловой точки (30) одного решетчатого слоя (E1) до одной узловой точки (30) другого решетчатого слоя (E2).9. Security system (20) according to claim 7 or 8, wherein the inner lattice layer (E1) and the outer lattice layer (E2) are connected to each other by means of diagonal beams (4, 5), each of which extends from one nodal point ( 30) of one lattice layer (E1) to one nodal point (30) of another lattice layer (E2). 10. Защитная система (20) по любому из предыдущих пунктов, причем защитная решетка (22) через множество балок (1,2) опирается на землю (26).10. A protective system (20) according to any of the preceding claims, wherein the protective grid (22) rests on the ground (26) through a plurality of beams (1,2). 11. Защитная система (20) по любому из предыдущих пунктов, причем балки (1-5) защитной решетки (22) имеют двутавровое или прямоугольное поперечное сечение, размеры которого лежат в диапазоне между 400 и 1000 м.11. Security system (20) according to any of the preceding claims, wherein the beams (1-5) of the protective grating (22) have I-beams or rectangular cross-sections, the dimensions of which are between 400 and 1000 m. 12. Защитная система (20) по любому из предыдущих пунктов, причем расстояние (a) от защитной решетки (22) до стены (24) здания лежит в диапазоне между 0,3 и 2,0 м. 12. A security system (20) according to any of the preceding claims, wherein the distance (a) from the security grill (22) to the wall (24) of the building is between 0.3 and 2.0 m.
RU2019115830A 2017-02-07 2018-02-06 PROTECTION SYSTEM OF BUILDINGS AGAINST AIRCRAFT CRASHING INTO THEM RU2019115830A (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE102017201915.8 2017-02-07
DE102017201915.8A DE102017201915A1 (en) 2017-02-07 2017-02-07 Protection system for the protection of buildings from aircraft crashes
PCT/EP2018/052974 WO2018146104A1 (en) 2017-02-07 2018-02-06 Protection system for protecting buildings from airplanes crashing into them

Publications (1)

Publication Number Publication Date
RU2019115830A true RU2019115830A (en) 2021-03-09

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
RU2019115830A RU2019115830A (en) 2017-02-07 2018-02-06 PROTECTION SYSTEM OF BUILDINGS AGAINST AIRCRAFT CRASHING INTO THEM

Country Status (7)

Country Link
US (1) US20190271170A1 (en)
EP (1) EP3510217B1 (en)
JP (1) JP2020506312A (en)
CA (1) CA3048763A1 (en)
DE (1) DE102017201915A1 (en)
RU (1) RU2019115830A (en)
WO (1) WO2018146104A1 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IL271158B2 (en) * 2019-12-03 2024-04-01 Cohen Michael Composite grid/slat-armor
CN113503774A (en) * 2021-08-12 2021-10-15 姜立平 Novel bulletproof device
IL299386A (en) * 2022-12-22 2024-07-01 Cohen Michael Armor protection against large explosive devices
CN119877924B (en) * 2025-03-07 2026-01-06 南京理工大学 A composite multilayer polyurea concrete protective structure resistant to strong impacts

Family Cites Families (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2803317A (en) * 1954-05-31 1957-08-20 Res Interests Ltd Structural space frames
DE2721870C2 (en) 1977-05-14 1983-03-24 Eberhard 7129 Güglingen Layher Device for fastening a metal pipe frame with a vertical frame to an anchor fixed in a building wall
US4211044A (en) * 1978-07-28 1980-07-08 Gugliotta Paul F Tube space frame system
DE3117417C2 (en) 1981-05-02 1986-04-24 T.O.R. Ingenieurgesellschaft Holthausen-Schimpff, 5000 Köln Device for fastening a component
US7530201B2 (en) * 2004-08-31 2009-05-12 Gossamer Space Frames Connection node for a universal truss joint and double layer grid
DE202005015904U1 (en) * 2005-10-07 2006-01-19 Hochtief Construction Ag Sky scraper has protection against serious mechanical effects such as fires, an aircraft crash or explosions and has support structure with outer casing surrounding inner core
US8863448B2 (en) * 2008-08-29 2014-10-21 Werner Extrusion Solutions LLC Node, support frame, system and method
JP2011058257A (en) * 2009-09-10 2011-03-24 Shimizu Corp Protective apparatus for building
DE102009044966A1 (en) 2009-09-24 2011-03-31 Robert Bosch Gmbh Apparatus and method for adaptive degradation of crash energy
DE102010037202B4 (en) 2010-08-27 2016-02-25 Hochtief Construction Ag Structure, in particular building of a nuclear power plant
US8555557B2 (en) * 2010-11-29 2013-10-15 Qatar Football Association Indoor/outdoor stadium system for energy use reduction
DE102011008067A1 (en) * 2011-01-07 2012-07-12 Areva Np Gmbh Protection system for building or container walls
CN105971361A (en) * 2016-05-06 2016-09-28 上海核工程研究设计院 Corrugated steel plate-steel tube protection armor

Also Published As

Publication number Publication date
US20190271170A1 (en) 2019-09-05
JP2020506312A (en) 2020-02-27
DE102017201915A1 (en) 2018-08-09
EP3510217A1 (en) 2019-07-17
WO2018146104A1 (en) 2018-08-16
CA3048763A1 (en) 2018-08-16
EP3510217B1 (en) 2020-09-09

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Effective date: 20210208