RU98105340A - METHOD FOR WALL CONSTRUCTION IN SOIL - Google Patents

METHOD FOR WALL CONSTRUCTION IN SOIL

Info

Publication number
RU98105340A
RU98105340A RU98105340/03A RU98105340A RU98105340A RU 98105340 A RU98105340 A RU 98105340A RU 98105340/03 A RU98105340/03 A RU 98105340/03A RU 98105340 A RU98105340 A RU 98105340A RU 98105340 A RU98105340 A RU 98105340A
Authority
RU
Russia
Prior art keywords
wall
trench
soil
unit
penetration
Prior art date
Application number
RU98105340/03A
Other languages
Russian (ru)
Other versions
RU2123558C1 (en
Inventor
Э.Б. Рубинчик
Б.С. Максимов
Р.М. Зайнуллин
Original Assignee
Э.Б. Рубинчик
Б.С. Максимов
Р.М. Зайнуллин
Filing date
Publication date
Application filed by Э.Б. Рубинчик, Б.С. Максимов, Р.М. Зайнуллин filed Critical Э.Б. Рубинчик
Priority to RU98105340A priority Critical patent/RU2123558C1/en
Priority claimed from RU98105340A external-priority patent/RU2123558C1/en
Application granted granted Critical
Publication of RU2123558C1 publication Critical patent/RU2123558C1/en
Publication of RU98105340A publication Critical patent/RU98105340A/en

Links

Claims (1)

Способ сооружения стены в грунте, включающий проходку траншеи под защитой тиксотропного раствора и последовательное погружение в траншею стеновых блоков со стыковкой их друг к другу путем удержания их в направляющей конструкции, отличающийся тем, что удержание каждого погружаемого стенового блока в направляющей конструкции осуществляют непрерывно в течение процесса стыковки и по всей его высоте, а после погружения каждого блока в проектное положение опускают в траншею надуваемую эластичную емкость и с ее помощью производят поджатие упомянутого блока в направлении, противоположном направлению проходки и с упором емкости в дно и стенки траншеи, при этом грунт разрабатывают перед каждым разрабатываемым блоком стены в направлении проходки на величину не менее суммарного габаритного размера блока и эластичной емкости.A method of constructing a wall in the ground, including digging a trench under the protection of a thixotropic mortar and sequentially immersing wall blocks into the trench with docking them to each other by holding them in the guide structure, characterized in that each submerged wall block in the guide structure is held continuously during the process the joints and over its entire height, and after each unit is immersed in the design position, the inflated elastic container is lowered into the trench and with its help a preload is performed the aforementioned unit in a direction opposite to the direction of penetration and focusing the container bottom and in the wall of the trench, the soil in front of each developing unit being developed in the direction of the wall penetration by the amount not less than the total block size marker and elastic capacity.
RU98105340A 1998-04-02 1998-04-02 Method for erection of wall in ground RU2123558C1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
RU98105340A RU2123558C1 (en) 1998-04-02 1998-04-02 Method for erection of wall in ground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
RU98105340A RU2123558C1 (en) 1998-04-02 1998-04-02 Method for erection of wall in ground

Publications (2)

Publication Number Publication Date
RU2123558C1 RU2123558C1 (en) 1998-12-20
RU98105340A true RU98105340A (en) 1999-03-10

Family

ID=20203780

Family Applications (1)

Application Number Title Priority Date Filing Date
RU98105340A RU2123558C1 (en) 1998-04-02 1998-04-02 Method for erection of wall in ground

Country Status (1)

Country Link
RU (1) RU2123558C1 (en)

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