FIELD: construction.
SUBSTANCE: method to increase bearing capacity of concrete-pipe structures consists in arrangement of anchors inside a metal pipe with further filling with a concrete mix. Anchors are pressed into the metal pipe via holes. Holes are arranged along mutually perpendicular axes with a pitch along the vertical line equal to the anchor length.
EFFECT: increased bearing capacity of concrete-pipe structures by increasing adhesion of concrete with inner surface of the metal pipe.
3 cl, 7 dwg
Title | Year | Author | Number |
---|---|---|---|
METHOD TO INCREASE BEARING CAPACITY OF CONCRETE-PIPE STRUCTURES | 2010 |
|
RU2417290C1 |
METHOD TO CONNECT GUNCRETE PILLARS AT HEIGHT AND SLABS | 2011 |
|
RU2464389C2 |
METHOD FOR ERECTION OF BEARING PIPE-AND-CONCRETE STRUCTURES FROM MONOLITHIC CONCRETE IN ERECTION OF BUILDINGS | 2009 |
|
RU2402662C1 |
METHOD TO BUILD-UP PIPE-CONCRETE COLUMNS AND TO JOIN THEM WITH SLABS | 2012 |
|
RU2503782C2 |
PIPE CONCRETE PILE WITH REINFORCED BASE AND METHOD OF ITS ERECTION | 2011 |
|
RU2492294C1 |
METHOD FOR ERECTION OF MONOLITHIC WALLS OF BUILDINGS | 1996 |
|
RU2119022C1 |
BUILDING FRAME | 2022 |
|
RU2793496C1 |
THERMOACTIVE LOW-VOLTAGE SHUTTERING PANEL | 1997 |
|
RU2125635C1 |
METHOD TO AVOID COLLAPSE OF METAL STRUCTURES OF FRAME BECAUSE OF FIRE | 2009 |
|
RU2411330C1 |
THERMOACTIVE SHUTTERING SHIELD | 1998 |
|
RU2135713C1 |
Authors
Dates
2011-06-10—Published
2009-12-07—Filed