SU853056A1 - Form for concreting the walls of a building deformation seam - Google Patents
Form for concreting the walls of a building deformation seam Download PDFInfo
- Publication number
- SU853056A1 SU853056A1 SU792866323A SU2866323A SU853056A1 SU 853056 A1 SU853056 A1 SU 853056A1 SU 792866323 A SU792866323 A SU 792866323A SU 2866323 A SU2866323 A SU 2866323A SU 853056 A1 SU853056 A1 SU 853056A1
- Authority
- SU
- USSR - Soviet Union
- Prior art keywords
- formwork
- walls
- concreting
- building
- frame
- Prior art date
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
1one
Изобретение относитс к области строительства и может быть использовано при возведении зданий из монолитного железобетона в переставных опалубках.The invention relates to the field of construction and can be used in the construction of buildings from monolithic reinforced concrete in adjustable formwork.
Известна опалубка дл бетонировани стен деформационного шва здани , включающа опалубочные щиты и механизм распалубки в виде ст жных винтов 1.Known formwork for concreting the walls of the expansion joint of the building, including formwork boards and formwork mechanism in the form of clamping screws 1.
Недостатком известной опалубки вл ютс высокие трудозатраты на опалубочных работах в св зи с необходимостью применени ручного труда при монтаже и демонтаже опалубки.A disadvantage of the known formwork is the high labor costs of the formwork work in connection with the necessity of applying manual labor during the installation and dismantling of the formwork.
Цель изобретени - сокращение трудозатрат на опалубочных работах.The purpose of the invention is to reduce labor costs for formwork work.
Достигаетс это тем, что опалубка дл бетонировани стен деформационного щва здани , включающа опалубочные щиты и механизм распалубки, снабжена рамой, а механизм распалубки выполнен в виде пневмобаллона, размещенного между опалубочными щитами, и двуплечих подпружиненных рычагов, каждый из которых соединен шарнирно с рамой и опалубочным щитом.This is achieved by the fact that the formwork for concreting the walls of the deformation wall of the building, including the formwork boards and the formwork mechanism, is provided with a frame, and the formwork mechanism is made in the form of a pneumocylinder located between the formwork panels and two-shoulder spring-loaded arms, which is connected by a drawbar. a shield.
На фиг. 1 изображена опалубка в рабочем положении; а на фиг. 2 - то же, после демонтажа.FIG. 1 shows the formwork in the working position; and in fig. 2 - the same, after dismantling.
Опалубка дл бетонировани стен деформационного шва здани включает опалубочные щиты 1, раму в виде стоек 2 и поперечин 3 и пневмобаллон 4. На стойках 2 установлены с возмол ностью перемещени муфты 5, с которыми щарнирно соединены двуплечие рычаги 6 с пружинами 7.The formwork for concreting the walls of the expansion joint of the building includes formwork boards 1, a frame in the form of pillars 2 and crossbars 3, and an air bladder 4. On the pillars 2 are installed with the possibility of moving the coupling 5, with which two shoulders are connected with springs 7.
Каждый опалубочный щит 1 установлен на поперечинах 3 посредством КатковыхEach formwork panel 1 is installed on the crossbars 3 by means of Katkov
Ю опор 8 и щарнирно соединен с двуплечими рычагами 6.U pillars 8 and pivotally connected with two shoulders levers 6.
При работе опалубку опирают поперечинами 3 на щиты 9 переставной опалубки дл возведени стен здани .In operation, the formwork is supported by crossmembers 3 on movable formwork boards 9 for erecting the walls of a building.
15 Работа опалубки осуществл етс следующим образом.The formwork operation is carried out as follows.
Опалубку устанавливают в рабочее положение путем опирани поперечин Зна щиты 9. Затем в пневмобаллон 4 подаютThe formwork is installed in the working position by resting the crossbars. Signs of the shields 9. Then in the pneumocylinder 4 serves
20 под давлением воздух. При этом опалубочные щиты 1 перемещаютс на Катковых опорах 8 по поперечинам 3 и занимают проектное положение, фиксируемое двуплечими рычагами 6. После бетонировани 20 pressurized air. At the same time, the formwork panels 1 move on Katkovy supports 8 along crossbars 3 and occupy a design position fixed by two-arm levers 6. After concreting
25 стен деформационного шва воздух из пневмобаллона 4 выпускают и 7 отрывают щиты 1 от бетонных поверхностей . После этого опалубку извлекают и подготавливают к дальнейшей работе.25 walls of the expansion joint air release air from the air tube 4 and 7 tear off the shields 1 from the concrete surfaces. After that, the formwork is removed and prepared for further work.
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SU792866323A SU853056A1 (en) | 1979-11-30 | 1979-11-30 | Form for concreting the walls of a building deformation seam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SU792866323A SU853056A1 (en) | 1979-11-30 | 1979-11-30 | Form for concreting the walls of a building deformation seam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| SU853056A1 true SU853056A1 (en) | 1981-08-07 |
Family
ID=20870777
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| SU792866323A SU853056A1 (en) | 1979-11-30 | 1979-11-30 | Form for concreting the walls of a building deformation seam |
Country Status (1)
| Country | Link |
|---|---|
| SU (1) | SU853056A1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112814369A (en) * | 2020-12-30 | 2021-05-18 | 中国建筑第八工程局有限公司 | Horizontal construction joint formwork device for cast-in-place reinforced concrete wall and construction method |
-
1979
- 1979-11-30 SU SU792866323A patent/SU853056A1/en active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112814369A (en) * | 2020-12-30 | 2021-05-18 | 中国建筑第八工程局有限公司 | Horizontal construction joint formwork device for cast-in-place reinforced concrete wall and construction method |
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