RU2002109537A - Reinforced wall structure (its variants) and method of its manufacture - Google Patents

Reinforced wall structure (its variants) and method of its manufacture

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Publication number
RU2002109537A
RU2002109537A RU2002109537/03A RU2002109537A RU2002109537A RU 2002109537 A RU2002109537 A RU 2002109537A RU 2002109537/03 A RU2002109537/03 A RU 2002109537/03A RU 2002109537 A RU2002109537 A RU 2002109537A RU 2002109537 A RU2002109537 A RU 2002109537A
Authority
RU
Russia
Prior art keywords
mesh
wall reinforced
wall
laying
reinforced structure
Prior art date
Application number
RU2002109537/03A
Other languages
Russian (ru)
Other versions
RU2229570C2 (en
Inventor
Шамиль Джаватович Мустафин
Вадим Григорьевич Хозин
Нина Николаевна Морозова
Original Assignee
Шамиль Джаватович Мустафин
Filing date
Publication date
Application filed by Шамиль Джаватович Мустафин filed Critical Шамиль Джаватович Мустафин
Priority to RU2002109537/03A priority Critical patent/RU2229570C2/en
Priority claimed from RU2002109537/03A external-priority patent/RU2229570C2/en
Publication of RU2002109537A publication Critical patent/RU2002109537A/en
Application granted granted Critical
Publication of RU2229570C2 publication Critical patent/RU2229570C2/en

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Claims (6)

1. Стеновая армированная конструкция, содержащая ряды конструктивных элементов, соединенных строительными растворами с образованием швов между конструктивными элементами, горизонтальные швы конструкции снабжены поперечно-армирующей металлической сеткой, отличающаяся тем, что поперечно-армирующая сетка выполнена в виде просечной тянутой сетки.1. The wall reinforced structure containing a series of structural elements connected by mortars with the formation of seams between the structural elements, the horizontal seams of the structure are equipped with a transverse reinforcing metal mesh, characterized in that the transverse reinforcing mesh is made in the form of a slotted stretched mesh. 2. Стеновая армированная конструкция по п.1, отличающаяся тем, что просечная тянутая сетка выполнена из оцинкованной стали.2. The wall reinforced structure according to claim 1, characterized in that the expanded slotted mesh is made of galvanized steel. 3. Стеновая армированная конструкция, включающая элементы вертикального армирования, отличающаяся тем, что элементы вертикального армирования выполнены в виде просечной тянутой сетки.3. Wall reinforced construction, including elements of vertical reinforcement, characterized in that the elements of vertical reinforcement are made in the form of a pro-thinned mesh. 4. Стеновая армированная конструкция по п.3, отличающаяся тем, что просечная тянутая сетка выполнена из оцинкованной стали.4. The wall reinforced structure according to claim 3, characterized in that the expanded slotted mesh is made of galvanized steel. 5. Способ изготовления стеновой армированной конструкции, включающий возведение стен путем укладки конструктивных материалов, укладку раствора на ряд конструктивных материалов с образованием шва между рядами, укладку в горизонтальные швы конструкции поперечной армирующей сетки, отличающийся тем, что в качестве поперечной армирующей сетки используют просечную тянутую сетку, при этом сетку укладывают с ориентацией большей диагонали ромбической ячейки сетки поперек стеновой конструкции по всей ее толщине.5. A method of manufacturing a wall reinforced structure, including the erection of walls by laying structural materials, laying the mortar on a number of structural materials with the formation of a seam between the rows, laying in the horizontal seams of the transverse reinforcing mesh structure, characterized in that a transverse reinforced mesh using a pro-thinned mesh , while the grid is laid with the orientation of the larger diagonal of the rhombic mesh cell across the wall structure throughout its thickness. 6. Способ изготовления стеновой армированной конструкции по п.5, отличающийся тем, что используют просечную тянутую сетку из оцинкованной стали.6. A method of manufacturing a wall reinforced structure according to claim 5, characterized in that they use a perforated stretched mesh of galvanized steel.
RU2002109537/03A 2002-04-05 2002-04-05 Method of reinforced wall structure production RU2229570C2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
RU2002109537/03A RU2229570C2 (en) 2002-04-05 2002-04-05 Method of reinforced wall structure production

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
RU2002109537/03A RU2229570C2 (en) 2002-04-05 2002-04-05 Method of reinforced wall structure production

Publications (2)

Publication Number Publication Date
RU2002109537A true RU2002109537A (en) 2003-10-20
RU2229570C2 RU2229570C2 (en) 2004-05-27

Family

ID=32678462

Family Applications (1)

Application Number Title Priority Date Filing Date
RU2002109537/03A RU2229570C2 (en) 2002-04-05 2002-04-05 Method of reinforced wall structure production

Country Status (1)

Country Link
RU (1) RU2229570C2 (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
MD20060039A (en) * 2006-01-26 2007-07-31 Михаил БАЧУ Process for wall erection
MD615Z (en) * 2011-12-30 2013-10-31 Олег КАЗАК Process for the manufacture of a wall construction and wall construction
MD764Z (en) * 2013-11-08 2014-11-30 Николай БОГУСЛАВСКИЙ Process for horizontal reinforcement of stone masonry
RU2585314C1 (en) * 2015-03-05 2016-05-27 Владимир Викторович Данель Masonry with transverse reinforcement
CN107965153B (en) * 2017-09-18 2020-01-07 山东农业大学 Dry-laid rubble wall seismic strengthening and energy-saving reconstruction integrated method
RU2754547C1 (en) * 2020-12-08 2021-09-03 Федеральное государственное бюджетное образовательное учреждение высшего образования "Кузбасская государственная сельскохозяйственная академия" Reinforced brickwork

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