SU1000519A1 - Method of erecting a foundation with a sleeve - Google Patents
Method of erecting a foundation with a sleeve Download PDFInfo
- Publication number
- SU1000519A1 SU1000519A1 SU721744197A SU1744197A SU1000519A1 SU 1000519 A1 SU1000519 A1 SU 1000519A1 SU 721744197 A SU721744197 A SU 721744197A SU 1744197 A SU1744197 A SU 1744197A SU 1000519 A1 SU1000519 A1 SU 1000519A1
- Authority
- SU
- USSR - Soviet Union
- Prior art keywords
- foundation
- glass
- concrete
- erecting
- sleeve
- Prior art date
Links
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- Foundations (AREA)
Description
Изобретение относится к строительству и касается возведения фундаментов сельскохозяйственных, гражданских и промышленных зданий и сооружений.The invention relates to the construction and for the erection of the foundations of agricultural, civil and industrial buildings and structures.
Известен способ возведения фундамента со стаканом, включающий выполнение подготовки и укладку бетона в опалубку, причем выпуски арматуры доводят до нижней сетки подошвы фундамента, а опалубку устанавливают для образования ступеней и стакана £1] .A known method of erecting a foundation with a glass, including the preparation and laying of concrete in the formwork, the releases of the reinforcement brought to the bottom mesh of the base of the foundation, and the formwork set to form steps and glass £ 1].
Недостаток известного способа “состоит в большой трудоемкости при возведении фундамента и особенно его стаканной части, а также в невысокой прочности монолитного бетона в уело* виях бетонирования на строительной площадке.The disadvantage of this method “consists in the great complexity in the construction of the foundation and especially its glass part, as well as in the low strength of monolithic concrete in concrete * at the construction site.
Цель изобретения - снижение трудозатрат при возведении фундамента.The purpose of the invention is the reduction of labor costs in the construction of the foundation.
Указанная цель достигается тем, что согласно способу возведения фундамента со стаканом, включающем выполнение подготовки и укладку бетона в опалубку, стакан фундамента выполняют сборным и перед укладкой бетона производят установку стакана с опиранием его выпусков на подготовку.This goal is achieved by the fact that according to the method of erecting a foundation with a glass, including preparing and laying concrete in the formwork, the foundation glass is prefabricated and before installing concrete, the glass is installed with its outlets on the preparation.
На чертеже изображен фундамент со стаканом, поперечный разрез.The drawing shows a foundation with a glass, a cross section.
Способ осуществляется следующим образом.The method is as follows.
Сборный стакан 1 при помощи крана устанавливают арматурными выпусками 2 на подготовку 3, на которой уложена арматурная сетка 4. После этого устанавливают опалубку 5, которую заполняют бетоном 6 .с погружением в него части стенок стакана 1. После нормативной выдержки бетона·б устанавливают колонну 7 в стакан 1 и осуществляют заделку бетоном 8.The prefabricated glass 1 is installed with a crane using reinforcing outlets 2 for preparation 3, on which a reinforcing mesh is laid 4. After that, formwork 5 is installed, which is filled with concrete 6. By immersing part of the walls of the glass 1 in it. After standard exposure of concrete · b, column 7 is installed into the glass 1 and carry out the incorporation of concrete 8.
В предлагаемом способе арматурные выпуски из стакана служат для установки стакана в проектное положение, для временного закрепления и удержа2Q ния его в проектном положении во время возведения фундамента. В результате этого упрощаются операции по монтажу стакана, выверке его положения и фиксирования, что позволяет снизить трудозатраты на воэведе ние фундамента.In the proposed method, the reinforcing outlets from the cup serve to install the cup in the design position, to temporarily fasten and hold it in the design position during the construction of the foundation. As a result of this, the operations of mounting the glass, reconciling its position and fixing are simplified, which reduces labor costs for the introduction of the foundation.
Claims (1)
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU721744197A SU1000519A1 (en) | 1972-02-07 | 1972-02-07 | Method of erecting a foundation with a sleeve |
SU721744197K SU1141164A1 (en) | 1972-02-07 | 1972-02-07 | Method of constructing foundation with a sleeve |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU721744197A SU1000519A1 (en) | 1972-02-07 | 1972-02-07 | Method of erecting a foundation with a sleeve |
Publications (1)
Publication Number | Publication Date |
---|---|
SU1000519A1 true SU1000519A1 (en) | 1983-02-28 |
Family
ID=20502053
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
SU721744197K SU1141164A1 (en) | 1972-02-07 | 1972-02-07 | Method of constructing foundation with a sleeve |
SU721744197A SU1000519A1 (en) | 1972-02-07 | 1972-02-07 | Method of erecting a foundation with a sleeve |
Family Applications Before (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
SU721744197K SU1141164A1 (en) | 1972-02-07 | 1972-02-07 | Method of constructing foundation with a sleeve |
Country Status (1)
Country | Link |
---|---|
SU (2) | SU1141164A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103669957A (en) * | 2013-12-10 | 2014-03-26 | 国家电网公司 | V-shaped framework hoisting construction method |
-
1972
- 1972-02-07 SU SU721744197K patent/SU1141164A1/en active
- 1972-02-07 SU SU721744197A patent/SU1000519A1/en active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103669957A (en) * | 2013-12-10 | 2014-03-26 | 国家电网公司 | V-shaped framework hoisting construction method |
Also Published As
Publication number | Publication date |
---|---|
SU1141164A1 (en) | 1985-02-23 |
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