SU122275A1 - Device for the formation of channels in concrete and reinforced concrete structures - Google Patents

Device for the formation of channels in concrete and reinforced concrete structures

Info

Publication number
SU122275A1
SU122275A1 SU614117A SU614117A SU122275A1 SU 122275 A1 SU122275 A1 SU 122275A1 SU 614117 A SU614117 A SU 614117A SU 614117 A SU614117 A SU 614117A SU 122275 A1 SU122275 A1 SU 122275A1
Authority
SU
USSR - Soviet Union
Prior art keywords
concrete
channels
formation
reinforced concrete
structures
Prior art date
Application number
SU614117A
Other languages
Russian (ru)
Inventor
М.Л. Лобков
И.Б. Ройзман
Original Assignee
М.Л. Лобков
И.Б. Ройзман
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 М.Л. Лобков, И.Б. Ройзман filed Critical М.Л. Лобков
Priority to SU614117A priority Critical patent/SU122275A1/en
Application granted granted Critical
Publication of SU122275A1 publication Critical patent/SU122275A1/en

Links

Landscapes

  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Description

Изобретение относитс  к приспособлени м дл  образовани  в бетонных и железобетонных конструкци х каналов, преимущественно дл  прокладки в них арматуры с последующим нат жением ее, состо щим из гибкой трубки и жесткого сердечника, укладываемых в форму или опалубку перед бетопированием и последовательно извлекаемых из конструкции после отвердени  бетона.The invention relates to devices for forming channels in concrete and reinforced concrete structures, mainly for laying reinforcement in them and then tensioning it, consisting of a flexible tube and a rigid core, laid into a form or formwork before beaming and subsequently removed from the structure after curing. concrete.

Такого рода приспособлени  в виде резиновой трубки и вставленного в нее жесткого сердечника, извлекаемых последовательно после отверлени  бетона, требуют применени  больщого усили  на извлечение трубки и малую оборачиваемость вследствие быстрого износа ее.Such devices in the form of a rubber tube and a rigid core inserted into it, extracted successively after the concrete has been drilled, require the use of a large force on the extraction of the tube and low turnover due to its rapid wear.

В предлагаемом приспособлении эти недостатки устранены.In the proposed device, these drawbacks are eliminated.

Достигаетс  это выполнением гибкой трубки, плетенной из тонкой проволоки.This is achieved by performing a flexible tube woven from thin wire.

Ма фиг. 1 изображена примерна  схема расположени  в бетонируемом изделии гибких трубок дл  образовани  каналов; на фиг. 2-деталь гибкой трубки с сердечником; на фиг. 3-схема устройства дл  извлечени  сердечника из издели  после отвердени  бетона.Ma FIG. 1 shows an exemplary arrangement for flexible tubing in a concrete product to form channels; in fig. 2-part flexible tube with a core; in fig. 3 is a schematic of a device for extracting a core from a product after the concrete has hardened.

Приспособление дл  образовани  в бетонных и железобетонных конструкци х каналов состоит из гибкой трубки /, плетенной из тонкой проволоки, и вставл емого в нее жесткого сердечника, нанример трубки 2, укладываемых в форму или опалубку в местах будущих расположений арматурных пучков и закрепл емых известными способами в проектном положении. Благодар  тому, что плетенна  из тонкой проволоки трубка нри приложении к ней незначительных продольных усилий резко уменьщает свой диаметр, она легко извлекаетс  из изделий после отвердени  бетона. Вследствие же большой прочности она имеет многократную оборачиваемость и мало изнашиваетс .A device for forming channels in concrete and reinforced concrete structures consists of a flexible tube / woven from thin wire and a rigid core inserted into it, one tube 2, placed in a form or formwork in places of future arrangements of reinforcing beams and fixed by known methods in project position. Due to the fact that a tube woven from a thin wire, when a slight longitudinal force is applied to it, dramatically reduces its diameter, it is easily removed from the products after the concrete has cured. Owing to its great strength, it has multiple turnarounds and wears little.

SU614117A 1958-12-17 1958-12-17 Device for the formation of channels in concrete and reinforced concrete structures SU122275A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SU614117A SU122275A1 (en) 1958-12-17 1958-12-17 Device for the formation of channels in concrete and reinforced concrete structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SU614117A SU122275A1 (en) 1958-12-17 1958-12-17 Device for the formation of channels in concrete and reinforced concrete structures

Publications (1)

Publication Number Publication Date
SU122275A1 true SU122275A1 (en) 1959-11-30

Family

ID=48393978

Family Applications (1)

Application Number Title Priority Date Filing Date
SU614117A SU122275A1 (en) 1958-12-17 1958-12-17 Device for the formation of channels in concrete and reinforced concrete structures

Country Status (1)

Country Link
SU (1) SU122275A1 (en)

Similar Documents

Publication Publication Date Title
NL157356B (en) PROCESS FOR MANUFACTURE OF STEEL WIRE, AND WIRE OBTAINED BY APPLICATION OF THIS PROCESS, AND HEREBY COMPOSED STRING, CABLE, MAT AND REINFORCED RUBBER OBJECT.
ES393543A1 (en) Method of making a frame for a tennis racket
SU122275A1 (en) Device for the formation of channels in concrete and reinforced concrete structures
ES367931A1 (en) Reinforcement of concrete structures
US3516211A (en) Internally prestressed reinforcement rod
ES300837A1 (en) Improvements relating to reinforced pipes and beams
BE601315A (en) Accelerated concrete hardening process and heated formwork used for this purpose.
US3403492A (en) Construction of concrete liquid reservoirs such as swimming pools
AT284014B (en) Method and device for lining pressure tunnels or the like.
GB596408A (en) Improvements relating to tunnelling and like subterranean operations
SU108407A1 (en) A method of manufacturing prestressed string-press-concrete rods
SU62331A1 (en) Concreting method of facing tunnel pressure
SU106245A1 (en) Group hydraulic jack
GB541160A (en) Improvements in or relating to the stretching and anchorage of cables or bundles of hard steel wires for prestressed reinforced concrete
SU65164A1 (en) Core for the formation of through channels in the manufacture of concrete products
FR1228331A (en) Process for the construction of underground galleries in difficult terrain, using prefabricated and assembled reinforced concrete segments, and equipment for implementing this process
AT235111B (en) Device for bending lattice-shaped reinforcement made of steel for the production of reinforced concrete
SU49135A1 (en) The method of manufacturing reinforced concrete beams and the message to the reinforcement of its preliminary stresses
ES257480A3 (en) A method to simultaneally predict a quantity of concrete units (Machine-translation by Google Translate, not legally binding)
SU547519A1 (en) A method of manufacturing prestressed concrete products from separate blocks
DE500359C (en) Process for the production of seamless pressure pipes made of concrete or reinforced concrete in pipe tunnels
SU94728A1 (en) Device for pulling pins from a concrete product
GB732826A (en) Method and apparatus for making prestressed concrete articles
ES201930A3 (en) A method of construction of arched structures of armed concrete (Machine-translation by Google Translate, not legally binding)
ES257476A3 (en) A method for the manufacture of pretensed concrete tubular structures (Machine-translation by Google Translate, not legally binding)