SU147309A1 - Reinforced concrete trapezoidal plate for prefabricated shells coatings of buildings and structures - Google Patents

Reinforced concrete trapezoidal plate for prefabricated shells coatings of buildings and structures

Info

Publication number
SU147309A1
SU147309A1 SU643041A SU643041A SU147309A1 SU 147309 A1 SU147309 A1 SU 147309A1 SU 643041 A SU643041 A SU 643041A SU 643041 A SU643041 A SU 643041A SU 147309 A1 SU147309 A1 SU 147309A1
Authority
SU
USSR - Soviet Union
Prior art keywords
reinforced concrete
buildings
structures
coatings
trapezoidal plate
Prior art date
Application number
SU643041A
Other languages
Russian (ru)
Inventor
Д.И. Каджая
Д.И. Каджа
Original Assignee
Д.И. Каджа
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 Д.И. Каджа filed Critical Д.И. Каджа
Priority to SU643041A priority Critical patent/SU147309A1/en
Application granted granted Critical
Publication of SU147309A1 publication Critical patent/SU147309A1/en

Links

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Description

Известны железобетонные трапецеидальные плиты, примен емые дл  сборных оболочек покрытий зданий и сооружений.There are known reinforced concrete trapezoidal plates used for prefabricated shells of buildings and structures.

Предлагаема  железобетонна  плита отличаетс  от известных тем, что, с целью упрощени  монтажа, она выполнена ребристой, зетобразного сечени На чертеже показаны предлагаема  железобетонна  плита зетобразного сечени  и способ укладки ее в процессе возведени  железобетонной куполообразной оболочки.The proposed reinforced concrete slab differs from those known in that, in order to simplify installation, it is made of ribbed, z-shaped section. The drawing shows the proposed reinforced concrete plate of the z-shaped section and the method of laying it in the process of erecting a reinforced concrete domed shell.

Плита / в плане имеет трапецеидальное очертание, а в поперечном сечении зетобразную форму.The plate / in the plan has a trapezoidal shape, and in the cross section is a zyo-shape.

Плиту выполн ют с металлическими закладными част ми 2, монтажными болтами 3, анкерным болтом 4, монтажными крюками 5, .vtoHтажными стержн ми 6 из арматурной стали, со сквозными шпоночными отнерсти ми 7, шпоночными анкерами 8. Монтажные стержни в процессе монтажа оболочки расклинивают монтажными клинь ми 9.The plate is made with metal embedded parts 2, mounting bolts 3, anchor bolt 4, mounting hooks 5, .vtoNtazhnymi rods 6 of reinforcing steel, with through keyed openings 7, keyed anchors 8. The mounting rods in the process of mounting the shell are wedged by mounting wedge mi 9.

А1онтаж купола (оболочки) начинают с установки опорного кольца из плит такой формы, но с более прочной средней частью. На выступаюш,ие части плит опорного кольца укладывают зетобразные плиты, образующие кольцевую полосу перекрыти . Соединение плит при монтаже осуществл етс  электросваркой закладных металлических частей. После установки первой кольцевой полосы таким же образом устанавливают другие кольцевые полосы.A1-assembly of the dome (shell) begins with the installation of a support ring of plates of this shape, but with a more durable middle part. On the protrusion, the other parts of the plates of the support ring are laid with the zigzag-like plates that form an annular overlap strip. The connection of the plates during installation is carried out by electrofusion of embedded metal parts. After installing the first annular strip in the same way install the other annular strips.

Предлагаема  форма сборного элемента позвол ет производить монтаж оболочки здани  без применени  поддерживающих лесов, так как сборные элементы опираютс  на ранее уложенную плиту по средней линии трапеции, что обеспечивает равновесие плиты.The proposed form of the prefabricated element allows the installation of the building envelope without the use of supporting scaffolding, since the prefabricated elements rest on the previously laid slab along the center line of the trapezium, which ensures the balance of the slab.

Предложенна  железобетонна  плита применена дл  сооружени  оболочек перекрыти  Дворца Спорта в г. Тбилиси.The proposed reinforced concrete slab has been used for the construction of shells for the ceiling of the Palace of Sport in Tbilisi.

№ 147309- 2 Предмет изобретени No. 147309- 2 Subject of the invention

Железобетонна  трапецеидальна  плита дл  сборных оболочек покрытий зданий и сооружений, отличающа с  тем, что, с целью упрощени  монтажа, она выполнена ребристой, зетобразного сечени .A reinforced concrete trapezoidal slab for precast shells of buildings and structures, in order to simplify installation, it is made of ribbed, z-shaped section.

SU643041A 1959-11-03 1959-11-03 Reinforced concrete trapezoidal plate for prefabricated shells coatings of buildings and structures SU147309A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SU643041A SU147309A1 (en) 1959-11-03 1959-11-03 Reinforced concrete trapezoidal plate for prefabricated shells coatings of buildings and structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SU643041A SU147309A1 (en) 1959-11-03 1959-11-03 Reinforced concrete trapezoidal plate for prefabricated shells coatings of buildings and structures

Publications (1)

Publication Number Publication Date
SU147309A1 true SU147309A1 (en) 1961-11-30

Family

ID=48302690

Family Applications (1)

Application Number Title Priority Date Filing Date
SU643041A SU147309A1 (en) 1959-11-03 1959-11-03 Reinforced concrete trapezoidal plate for prefabricated shells coatings of buildings and structures

Country Status (1)

Country Link
SU (1) SU147309A1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2639230C1 (en) * 2016-09-14 2017-12-20 Федеральное государственное бюджетное образовательное учреждение высшего образования "Петербургский государственный университет путей сообщения Императора Александра I" Dome structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2639230C1 (en) * 2016-09-14 2017-12-20 Федеральное государственное бюджетное образовательное учреждение высшего образования "Петербургский государственный университет путей сообщения Императора Александра I" Dome structure

Similar Documents

Publication Publication Date Title
US3256670A (en) Prefabricated steel joist adapted for the reinforcement of floors
US3530631A (en) Building stud and wall construction
SU147309A1 (en) Reinforced concrete trapezoidal plate for prefabricated shells coatings of buildings and structures
RU97112739A (en) METHOD FOR RECONSTRUCTION OF A MULTI-STOREY RESIDENTIAL HOUSE
GB1314876A (en) Reinforced concrete construction
RU2182205C2 (en) Prefabricated reinforced concrete ribbed ceiling of room round in plan
RU96105130A (en) METHOD OF CONSTRUCTION OF MONOLITHIC BUILDINGS AND STRUCTURES
SU742555A1 (en) Method of manufacturing prestressed ferroconcrete suspended roofs
SU149200A1 (en) The method of installation of precast reinforced concrete shells double curvature
JPS63308B2 (en)
RU2155257C2 (en) Butt joint of exterior wall with building frame
SU1386716A1 (en) Method of erecting building skeleton
US1433826A (en) Building construction
SU1682472A1 (en) Strip foundation
SU958642A1 (en) Flue erecting method
SU969900A1 (en) Method of erecting prestressed tunnel lining
JP3376388B2 (en) Roof construction method using precast panels
RU2037612C1 (en) Floor for skeleton free building
RU2194127C2 (en) Reinforced-concrete frame of building or structure
SU604907A1 (en) Method of constructing foundation of low-storeyed buildings, structures
SU1689570A1 (en) Multi-storey earthquake-resistant structure
JP2017155513A (en) Construction method of tie-in part of building in base-isolation retrofitting and building
SU1184906A1 (en) Method of constructing foundation with column
GB1260176A (en) Walls for buildings and the method of forming same
SU872655A1 (en) Foundation under column