SU146331A1 - Method of joining, predominantly, building elements by means of - Google Patents
Method of joining, predominantly, building elements by means ofInfo
- Publication number
- SU146331A1 SU146331A1 SU742560A SU742560A SU146331A1 SU 146331 A1 SU146331 A1 SU 146331A1 SU 742560 A SU742560 A SU 742560A SU 742560 A SU742560 A SU 742560A SU 146331 A1 SU146331 A1 SU 146331A1
- Authority
- SU
- USSR - Soviet Union
- Prior art keywords
- joining
- predominantly
- elements
- building elements
- joined
- Prior art date
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Description
Известен способ соединени элементов металлических, бетонных, железобетонных и дерев нных конструкций посредством синтетических клеев.The known method of joining elements of metal, concrete, reinforced concrete and wood constructions by means of synthetic adhesives.
Однако известный способ не обеспечивает возможность сжати соедин емых конструкций до отверждени кле Способ , предложенный согласно изобретению, лишен этого недостатка . Сущность изобретени заключаетс в том, что смежные концы соедин емых элементов выполн ют, например, с рифлени ми, расположенными в стыке перпендикул рно друг другу.However, the known method does not provide the possibility of compressing the connected structures before curing the adhesive. The method proposed according to the invention is free from this drawback. The essence of the invention is that the adjacent ends of the elements to be joined are, for example, provided with grooves arranged perpendicularly to each other at the junction.
На чертеже изображена схема соединени двух элементов по предложенному способу в двух проекци х, где Р-сила предварительного напр жени .The drawing shows a diagram of the connection of two elements according to the proposed method in two projections, where P is the prestressing force.
Смежные концы соедин емых строительных, например, железобетонных элементов 1 2 выполн ют С рифлени ми 3 т 4, расположенными в стыке перпендикул рно друг другу. Пологие рифлени 3 н 4 делают глубиной 0,5-0,7 мм с помощью рифленых опалубочных плнт. Взаимно перпендикул рное направление рифлени торцов стыкующихс блоков обеспечивает передачу сжимающего усили одного блока к другому отдельными равномерно распределенными по сечению точками.The adjacent ends of the building, for example, reinforced concrete elements 1 2 to be joined, are made with corrugations 3 tons 4 located perpendicularly to each other at the junction. Gentle grooves 3 n 4 make a depth of 0.5-0.7 mm using corrugated formwork sheets. The mutually perpendicular direction of the corrugation of the ends of the joining blocks ensures the transfer of the compressive force of one block to the other by separate points uniformly distributed over the cross section.
Рифлени удерживают свеженанесенный клей 5 от вытекани из шва и обеспечивают возможность сжати соедин емых элементов до отверждени кле . Рекомендуетс применение предлагаемого способа в опытных предварительно напр женных железобетонных конструкци х .The corrugations keep the freshly applied glue 5 from flowing out of the seam and allow the joined elements to be compressed before the glue cures. It is recommended to use the proposed method in prefabricated pre-cast reinforced concrete structures.
Предмет изобретени Subject invention
Способ соединени преимущественно строительных элементов посредством кле , отличающийс тем, что, с целью обеспечени возможности сжати конструкций до отверждени кле , смежные концы соедин емых элементов выполн ют, например с рифлени ми, расположенными в стыке перпендикул рно друг к другу.A method of joining predominantly building elements by means of glue, characterized in that, in order to allow the structures to compress before glue curing, the adjacent ends of the elements to be joined are, for example, provided with corrugations arranged perpendicularly to each other at the junction.
-ЛА-La
Т T
1one
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU742560A SU146331A1 (en) | 1961-08-25 | 1961-08-25 | Method of joining, predominantly, building elements by means of |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU742560A SU146331A1 (en) | 1961-08-25 | 1961-08-25 | Method of joining, predominantly, building elements by means of |
Publications (1)
Publication Number | Publication Date |
---|---|
SU146331A1 true SU146331A1 (en) | 1961-11-30 |
Family
ID=48301801
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
SU742560A SU146331A1 (en) | 1961-08-25 | 1961-08-25 | Method of joining, predominantly, building elements by means of |
Country Status (1)
Country | Link |
---|---|
SU (1) | SU146331A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US8540453B2 (en) | 2005-03-23 | 2013-09-24 | Textron Innovations Inc. | Apparatus for joining members and assembly thereof |
-
1961
- 1961-08-25 SU SU742560A patent/SU146331A1/en active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US8540453B2 (en) | 2005-03-23 | 2013-09-24 | Textron Innovations Inc. | Apparatus for joining members and assembly thereof |
US9347473B2 (en) | 2005-03-23 | 2016-05-24 | Textron Innovations Inc. | Apparatus for joining members and assembly thereof |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
ATE20107T1 (en) | FORMWORK ELEMENT FOR CONCRETE CONSTRUCTION. | |
ATE19281T1 (en) | HELICAL CONNECTION AND ANCHORING OF REINFORCEMENT BARS. | |
BE840320A (en) | PREFABRICATED COMPOSITE REINFORCED CONCRETE SLAB | |
GB1474397A (en) | Prefabricated structural elements for partitions and walls of buildings and partitions and walls consisting of such elements | |
ATE5091T1 (en) | FORMWORK SYSTEM FOR POURING CONCRETE WALLS OR WALLS AND METHOD OF ASSEMBLING THIS SYSTEM. | |
SU146331A1 (en) | Method of joining, predominantly, building elements by means of | |
GB1401209A (en) | Beam structures | |
FR2330818A1 (en) | Reinforced concrete building foundation section - in shape of inverted U, with hook on top and ridge on which wall is built | |
FR2224697A1 (en) | Concrete pipe with thermoplastic inner sheath - consisting of extruded plates with outwardly extending anchoring pins | |
GB598687A (en) | Improvements in or relating to joints for prefabricated structures | |
GB643181A (en) | Improvements in or relating to the production of sound-proof building elements and structures formed from these elements | |
DK214883D0 (en) | METHOD AND APPARATUS FOR THE MANUFACTURING OF BENDING WOODEN CONSTRUCTION ELEMENTS OF WOOD | |
GB1150793A (en) | Improvements in Building Structures | |
GB1094689A (en) | Reinforced building slabs | |
ATE12669T1 (en) | FORMWORK ELEMENT MADE OF FOAMED HARD PLASTIC FOR CONCRETE CONSTRUCTION. | |
GB1473861A (en) | Device for connecting building elements | |
SU682621A1 (en) | Prestressed butt joint of reinforced concrete members | |
JPS6018494Y2 (en) | Prestressed concrete tensioning device | |
FI64428C (en) | FOERFARANDE FOER HOPFOGNING AV PREFABRICERADE BETONGELEMENTKONSTRUKTIONER ELLER DELAR AV DESSA | |
RU1823891C (en) | Steel concrete framework | |
JPS6471939A (en) | Structure of framework of building | |
FR2162687A5 (en) | Industrialised building system - using prefabricated concrete blocks assembled using bolts and epoxy adhesives | |
FR2314333A1 (en) | Universal reusable concrete formwork box - consists of trapezoid sectioned tunnel elements assembled into large elements of adaptable span | |
JPS6429552A (en) | Flat slab | |
GB1451914A (en) | Method of making a building element |