SU966166A2 - Building wall erecting method - Google Patents

Building wall erecting method Download PDF

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Publication number
SU966166A2
SU966166A2 SU813231862A SU3231862A SU966166A2 SU 966166 A2 SU966166 A2 SU 966166A2 SU 813231862 A SU813231862 A SU 813231862A SU 3231862 A SU3231862 A SU 3231862A SU 966166 A2 SU966166 A2 SU 966166A2
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SU
USSR - Soviet Union
Prior art keywords
walls
recess
building wall
erecting method
wall erecting
Prior art date
Application number
SU813231862A
Other languages
Russian (ru)
Inventor
Татьяна Алексеевна Брук
Олег Петрович Борцов
Марк Семенович Брук
Original Assignee
Куйбышевский Филиал Всесоюзного Ордена Ленина Проектно-Изыскательского И Научно-Исследовательского Института "Гидропроект" Им.С.Я.Жука
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Application filed by Куйбышевский Филиал Всесоюзного Ордена Ленина Проектно-Изыскательского И Научно-Исследовательского Института "Гидропроект" Им.С.Я.Жука filed Critical Куйбышевский Филиал Всесоюзного Ордена Ленина Проектно-Изыскательского И Научно-Исследовательского Института "Гидропроект" Им.С.Я.Жука
Priority to SU813231862A priority Critical patent/SU966166A2/en
Application granted granted Critical
Publication of SU966166A2 publication Critical patent/SU966166A2/en

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Description

Изобретение относитс  к строительству , а именно к способам возведени  башенных сооружений.The invention relates to the construction, in particular to methods of erecting tower structures.

По основному авт. св..№ 876940 известен способ возведени  стен сооружени  , включающий выполнение в фундаменте, в Месте размещени  на нем стен сооружени , вертикальных yi лублений, размещение в верхней части их стенок приспособлений дл  уплотнени  и термообработки бетонной. смеси и укладку бетонной смеси путем подачи ее под да:влением в нижнюю часть углублени  в направлении снизу вверх П.According to the main author. St. 876940 discloses a method of erecting a building wall, which includes the construction of a foundation in the Place of construction of walls on it, vertical splitting yi, placing in the upper part of their walls devices for compacting and heat treating concrete. the mixture and the laying of the concrete mixture by feeding it under the yes: the appearance in the lower part of the recess in the direction from the bottom upwards P.

Известный способ характеризуетс  недостаточными несущей способностью и высотой стен сооружени  из-за сложности установки арматуры.The known method is characterized by insufficient bearing capacity and height of the walls of the structure due to the complexity of the installation of reinforcement.

Целью изобретени   вл етс  снижение трудоемкости армировани  стен сооружени .The aim of the invention is to reduce the complexity of the reinforcement of the walls of the structure.

Поставленна  цель достигаетс  тем, что в известном способе, включающем выполнение в фундаменте/ в месте размещени  на нем стен сооружени , вертикальных углублений, раз-мещение в верхней части их стенок приспособлений дл  уплотнени  и термообработки бетонной смеси и укладку бетонной смеси путем подачи ее под давлением в нижнюю часть углублени .  в направлении снизу вверх, перед подачей бетонной смеси в углубление на обрезе фундамента устанавливают траверсу, завод т в углубление арматуру в направлении снизу вверх и верхний ее конец закрепл ют на траверсе.The goal is achieved by the fact that in a known method, including the construction of a foundation in the basement / location of a building, vertical recesses, placing in the upper part of their walls devices for compacting and heat treating a concrete mix and laying the concrete mix by feeding it under pressure in the lower part of the recess. in the direction from the bottom up, before the concrete mixture is fed into the recess on the edge of the foundation, a traverse is installed, the reinforcement is pushed into the recess in the downward direction and its upper end is fixed on the traverse.

10ten

На чертеже изображено возводимое сооружение, вертикальный разрез.The drawing shows the erected structure, a vertical section.

Способ возведени  стен башенного сооружени  предусматривает предварительное устройство в фундаменте 1 The method of erection of the walls of the tower structure provides a preliminary device in the foundation 1

15 вертикального углублени  2, сечение и расположение которого соответствуют сечению и расположению в плане стен сооружени  3. В фундаменте 1 расположены также каналы 4 дл  пода20 чи бетонной смеси в нижнюю часть углублени  2 с помощью бетононасоса 5 и направл ющие каналы 6. В верхней части углублени  2 по их стен-, кам размещены приспособлени  дл  15 of the vertical recess 2, the cross section and the location of which correspond to the cross section and the location of the walls of the structure 3 in the plan. In the foundation 1 there are also channels 4 for feeding the concrete mix to the lower part of recess 2 by means of a concrete pump 5 and guide channels 6. In the upper part of the recess 2 along their walls,

25 уплотнени  бетонной смеси 7 и ее термообработки 8. С бухт 9 в каналы 6 подают гибкую арматуру 10 и соедин ют ее с захватной траверсой 11, установленной по периметру стен 3 25 compaction of the concrete mix 7 and its heat treatment 8. From the coils 9, flexible reinforcement 10 is fed into the channels 6 and connected to a gripping cross-member 11 installed along the perimeter of the walls 3

30. сооружени .30. facilities.

Claims (1)

Формула изобретенияClaim Способ возведения стен сооружения по авт. св. № 876940, о т л ичающийся тем, что, с целью снижения трудоемкости армирования стен сооруженияjперед подачей бетонной смеси в углубление на обрезе фундамента устанавливают т£>аверс$>, заводят в углубление арматуру в направлении снизу вверх и верхний ее конец закрепляют на траверсе. ' Источники.информации, принятые во внимание при экспертизеThe method of construction of the walls of the building according to ed. St. No. 876940, which consists of the fact that, in order to reduce the complexity of reinforcing the walls of the structure, t £> obverse $> is installed before the concrete mixture is fed into the recess on the foundation edge, reinforcement is placed in the recess in the direction from the bottom up and its upper end is fixed on the traverse. 'Sources. Information taken into account in the examination 1. Авторское свидетельство СССР. № 876940, кл. Е 02 D 27/42? 1980.1. Copyright certificate of the USSR. No. 876940, class E 02 D 27/42? 1980.
SU813231862A 1981-01-05 1981-01-05 Building wall erecting method SU966166A2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SU813231862A SU966166A2 (en) 1981-01-05 1981-01-05 Building wall erecting method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SU813231862A SU966166A2 (en) 1981-01-05 1981-01-05 Building wall erecting method

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
SU876940 Addition

Publications (1)

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SU966166A2 true SU966166A2 (en) 1982-10-15

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SU813231862A SU966166A2 (en) 1981-01-05 1981-01-05 Building wall erecting method

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20120324813A1 (en) * 2005-03-16 2012-12-27 Illinois Tool Works, Inc. Tower foundation system and method for providing such system

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20120324813A1 (en) * 2005-03-16 2012-12-27 Illinois Tool Works, Inc. Tower foundation system and method for providing such system
US8745942B2 (en) * 2005-03-16 2014-06-10 Illinois Tool Work, Inc. Tower foundation system and method for providing such system

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