SU670684A1 - Foundation for buildings - Google Patents

Foundation for buildings

Info

Publication number
SU670684A1
SU670684A1 SU782580149A SU2580149A SU670684A1 SU 670684 A1 SU670684 A1 SU 670684A1 SU 782580149 A SU782580149 A SU 782580149A SU 2580149 A SU2580149 A SU 2580149A SU 670684 A1 SU670684 A1 SU 670684A1
Authority
SU
USSR - Soviet Union
Prior art keywords
foundation
buildings
concrete
wells
walls
Prior art date
Application number
SU782580149A
Other languages
Russian (ru)
Inventor
Виктор Михайлович Грачев
Владимир Михайлович Грачев
Original Assignee
Вик. М. Грачев и Вл. М. Грачев
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.)
Filing date
Publication date
Application filed by Вик. М. Грачев и Вл. М. Грачев filed Critical Вик. М. Грачев и Вл. М. Грачев
Priority to SU782580149A priority Critical patent/SU670684A1/en
Application granted granted Critical
Publication of SU670684A1 publication Critical patent/SU670684A1/en

Links

Description

оси на необходимый угол. После погружени  и извлечени  их из грунта, в образованные скважины, имеющие плотно утрамбованные стенки, вставл ют а)матурнын каркас (не ноказан).axis at the required angle. After being submerged and removed from the soil, the wells formed, having densely rammed walls, are inserted into a) a mattress framework (not shown).

Скважины заполн ют бетоном с небольш-им уплотнением его ;вибробулавой (не показана), а после заполнени  скважины бетоном выставл ют сборно-разборную опалубку (не показана) и бетонируют ростверк , объедин ющий концы набивных свай в единый монолитный блок.The wells are filled with concrete with a small compaction, a vibrator head (not shown), and after filling the well with concrete, a collapsible formwork (not shown) is placed and the grillage connecting the ends of the piles into a single monolithic block is cast.

Заполнение скважин бетоном следует производить практически немедленно после образовани  их в грунте, чтобы исключить осыпание стенок или попадание в котлован воды.Filling wells with concrete should be carried out almost immediately after their formation in the ground, in order to avoid shedding of the walls or ingress of water into the pit.

Описываемый фундамент позвол ет сократить расход бетона и обеспечить повышение несущей способности. При этом наличие расход щихс  набивных свай клиновидной формы обеспечивает вовлечение в работу окружающего грунта, что позвол ет помимо повышени  .несущей способности улучшить зааНКеривание фу1ндамента.This foundation can reduce the consumption of concrete and provide increased bearing capacity. At the same time, the presence of wedge-shaped packing piles of diverging provides for the involvement of the surrounding soil, which allows, besides increasing the carrying capacity, to improve the transfer of the material.

Claims (2)

1.Авторское (Свидетельство СССР № 375348, кл. Е 02 D, 1973.1. Author's (Certificate of the USSR No. 375348, class E 02 D, 1973. 2.Ганичев И. А. Устройство искусственных оснований и фундаментов. М., «Стройиздат , 1973, с. 371-373.2. Ganichev, IA Arrangement of artificial bases and foundations. M., “Stroyizdat, 1973, p. 371-373. S S .l.l А f- иг..2.And f- ig..2.
SU782580149A 1978-02-13 1978-02-13 Foundation for buildings SU670684A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SU782580149A SU670684A1 (en) 1978-02-13 1978-02-13 Foundation for buildings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SU782580149A SU670684A1 (en) 1978-02-13 1978-02-13 Foundation for buildings

Publications (1)

Publication Number Publication Date
SU670684A1 true SU670684A1 (en) 1979-06-30

Family

ID=20749084

Family Applications (1)

Application Number Title Priority Date Filing Date
SU782580149A SU670684A1 (en) 1978-02-13 1978-02-13 Foundation for buildings

Country Status (1)

Country Link
SU (1) SU670684A1 (en)

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