SU724667A1 - Form for concrete-coating of walls - Google Patents

Form for concrete-coating of walls Download PDF

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Publication number
SU724667A1
SU724667A1 SU782648302A SU2648302A SU724667A1 SU 724667 A1 SU724667 A1 SU 724667A1 SU 782648302 A SU782648302 A SU 782648302A SU 2648302 A SU2648302 A SU 2648302A SU 724667 A1 SU724667 A1 SU 724667A1
Authority
SU
USSR - Soviet Union
Prior art keywords
brackets
concrete
ussr author
formwork
certificate number
Prior art date
Application number
SU782648302A
Other languages
Russian (ru)
Inventor
Владимир Константинович Петров
Владимир Александрович Белимов
Original Assignee
Алма-Атинский Ордена Трудового Красного Знамени Домостроительный Комбинат
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.)
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Application filed by Алма-Атинский Ордена Трудового Красного Знамени Домостроительный Комбинат filed Critical Алма-Атинский Ордена Трудового Красного Знамени Домостроительный Комбинат
Priority to SU782648302A priority Critical patent/SU724667A1/en
Application granted granted Critical
Publication of SU724667A1 publication Critical patent/SU724667A1/en

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

Description

5 кронштейнов 4. Вертикальные т ги 7 соединены с телескопическими распорками 6 с немощью шарниров 10. Установка опалубки в рабочее положение производитс  домкратами 11, а расиалубка - с иомош,ыо грузоиодъемного механизма, взаимодействующего с монталсными нетл ми 12.5 brackets 4. Vertical grids 7 are connected to telescopic struts 6 with the weakness of the hinges 10. The formwork is placed in its working position with jacks 11, and the split is mounted with an axle jack that interacts with the netles 12.

Работа оналубки осуществл етс  следующим образом.Work onalubki carried out as follows.

. Оналубку устанавливают на основание 13 и выполн ют нивелировку домкрйтами 11. Затем бетонируют стены 14 и носле набора бетоном расналубочной нрочности производ т лодъем вертикальных т г 7, которые поворачивают и распускают телескопические упорь распорки 6. При этом поворачиваютс  эксцеитрично установленные на горизонтальных штыр х 9 цилиндрические упоры 8, которые, упира сь в раму 3 штыр ми 9, скольз щими в наклонных Пазах 5, отрывают щиты от бетонной поверхности . После распалубки опалубку перемещают на очередную захватку бетонировани .. It is installed on the base 13 and is leveled with a house 11. Then the walls 14 are cast and the base of the concrete is reinforced with concrete of the depth of the bed and erected vertical bars, which rotate and spread the telescopic supports of the struts 6. At the same time, the cylindrical 8 are mounted on horizontal pins x 9 stops 8, which, resting against the frame with 3 pins 9, sliding in inclined grooves 5, tear off the shields from the concrete surface. After demoulding, the shuttering is moved to the next concrete grab.

Claims (2)

1.Оналубка дл  бетонировани  стен, включающа  раму и кронштейны с наклонными пазами, опалубочные щиты с кронштейнами и установленными в них горизонтальными штыр ми, отличающа с  тем, что, с целью повышени  производительности и уменьшени  распалубочных1. Concrete casting wall, including a frame and sloped slots brackets, formwork boards with brackets and horizontal pins installed in them, in order to increase productivity and reduce flooring усилий, опалубка снабжена вeptикaльными т гами и телесконическими раснорками с цилиндрическими упорами, в которых эксцентрично закреплены горизонтальные штыри, расположенные своими концами вefforts, the formwork is equipped with the upper and lower telesconic races with cylindrical stops, in which horizontal pins are located eccentrically, located at their ends in наклонныхпазах кронштейнов.sloping brackets. 2.Оиалубка но л. 1, о -личающа с  тем, что вертикальные т ги шарнирно соединены с телескопическими распорками.2.Oalubka but l. 1, since it has the fact that the vertical mounts are articulated with telescopic struts. Источники информации, прин тые во внимание при экспертизеSources of information taken into account in the examination 1.Авторское свидетельство СССР № 513850, кл. В 28В 7/22, 1974.1. USSR author's certificate number 513850, cl. B 28B 7/22, 1974. 2.Авторское свидетельство СССР № 110699, кл. Е 04G 11/16, 1958.2. USSR author's certificate number 110699, cl. E 04G 11/16, 1958. %% /4j o i4 -k -;y;° ° x / 4j o i4 -k -; y; ° ° x (put.j(put.j -f--- - рцг . J-f --- - rtsg. J
SU782648302A 1978-05-15 1978-05-15 Form for concrete-coating of walls SU724667A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SU782648302A SU724667A1 (en) 1978-05-15 1978-05-15 Form for concrete-coating of walls

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SU782648302A SU724667A1 (en) 1978-05-15 1978-05-15 Form for concrete-coating of walls

Publications (1)

Publication Number Publication Date
SU724667A1 true SU724667A1 (en) 1980-03-30

Family

ID=20778626

Family Applications (1)

Application Number Title Priority Date Filing Date
SU782648302A SU724667A1 (en) 1978-05-15 1978-05-15 Form for concrete-coating of walls

Country Status (1)

Country Link
SU (1) SU724667A1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112302338A (en) * 2020-11-27 2021-02-02 成都城投建筑工程有限公司 Deformation joint end template structure and construction method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112302338A (en) * 2020-11-27 2021-02-02 成都城投建筑工程有限公司 Deformation joint end template structure and construction method thereof

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