SU483505A1 - Method of forming reinforced concrete structures in sliding formwork - Google Patents

Method of forming reinforced concrete structures in sliding formwork

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Publication number
SU483505A1
SU483505A1 SU1739139A SU1739139A SU483505A1 SU 483505 A1 SU483505 A1 SU 483505A1 SU 1739139 A SU1739139 A SU 1739139A SU 1739139 A SU1739139 A SU 1739139A SU 483505 A1 SU483505 A1 SU 483505A1
Authority
SU
USSR - Soviet Union
Prior art keywords
reinforced concrete
sliding formwork
concrete structures
forming reinforced
shields
Prior art date
Application number
SU1739139A
Other languages
Russian (ru)
Inventor
Яков Петрович Бондарь
Анатолий Николаевич Коршунов
Юлий Самуилович Остринский
Original Assignee
Центральный научно-исследовательский и проектный институт типового и экспериментального проектирования жилища
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 Центральный научно-исследовательский и проектный институт типового и экспериментального проектирования жилища filed Critical Центральный научно-исследовательский и проектный институт типового и экспериментального проектирования жилища
Priority to SU1739139A priority Critical patent/SU483505A1/en
Application granted granted Critical
Publication of SU483505A1 publication Critical patent/SU483505A1/en

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Description

1one

Мзоиретепие может иайтп применение и строительстве при возведении монолитных железобетонных конструкций с использованием скольз щей опалубки.Mineral insufficiency can use and construction in the construction of monolithic reinforced concrete structures using sliding formwork.

Известен способ формовани  железобетон-, ных конструкций в скольз н1,ей опалубке путем установки промежуточных щитов в опалубку с последующей укладкой н уплотнением бетонной смеси и сн тием irurroB после полного освобождеии  их от щитов скольз щей опалубки.There is a known method of forming reinforced concrete structures in slide n1, its formwork by installing intermediate shields in the formwork, followed by laying and compacting the concrete mix and removing irurroB after completely freeing them from the shields of sliding formwork.

Недостатком такого сиособа  вл етс  трудность перестановки щитов.The disadvantage of this method is the difficulty of rearranging the shields.

С целью облегчени  перестановки иромежуточных щитов предложено последние поочередно снимать сразу носле укладки н уплотнени  бетонной смеси.In order to facilitate the rearrangement of interim shields, it was proposed to remove the latter one after the other during the installation and compaction of the concrete mix.

Па фнг. 1 схематично изображена полость формовани  с разме1цен 1ымн в ней иромежуточными щитами до и после бетонировани ; на фиг. 2 - то же, при поочередном извлечении промежуточных ндитов носле укладки и унлотнеии  бетонной смеси.Pa fng. Figure 1 shows schematically the molding cavity with the size of the center in it and the intermediate shields before and after concreting; in fig. 2 - the same, with the alternate extraction of intermediate ndits nosle laying and installation of concrete mix.

Промежуточные н,нть 1 с прикрепленными к ним иодъемными иетлими 2 устанавливаютIntermediate n, nt 1 with attached to it and one and two 2 set

22

в зазор между щитами скольз щей опалубки 3 и твердеющим бетонов. Затем щиты 1 фиксируют в положении, при котором они плотно прилегают к щитам скольз щей опалубки, приinto the gap between the boards of gliding formwork 3 and hardening concrete. Then the shields 1 are fixed in a position in which they fit snugly to the shields of sliding formwork, with

помощи распорок 4.using spacers 4.

Далее полость между щитами 1 заполн ют бетоииой смесью с последующим ее уплотнением . Примен ют такой уплотнени , при котором твердеющий бетон в нижележащем слое не разрущаетс . По окончании уплотнени  удал ют распорки, щиты 1 поочередно извлекают и устанавливают на новом участке бетонировани .Next, the cavity between the boards 1 is filled with a mixture of concrete and then compacted. A compaction is used such that the hardening concrete in the underlying layer is not destroyed. At the end of the compaction, the spacers are removed, the shields 1 are alternately removed and installed on a new concreting site.

П р е д м е изобретен и  Prede invented and

Снособ формовани  железобетонных конструкций в скольз щей опалубке путем установки п юмежуточных щитов в опалубку с последуюн1ей укладкой, уплотнением бетонной смеси , сн тием и перестановкой промежуточных щитов, отличающийс  тем, что, с целью облегчени  перестановки промежуточных щиток , нх поочередно снимают сразу после укладки и уплотнени  бетониой смеси.A method of forming reinforced concrete structures in a sliding formwork by installing new shields in the formwork followed by laying, compacting the concrete, removing and rearranging intermediate panels, in that, in order to facilitate the rearrangement of the intermediate plates, they are immediately removed after the installation concrete mixture.

Твердеюити -- б9тоиHarden - b9toi

5 В5 V

NN

чh

SU1739139A 1972-01-20 1972-01-20 Method of forming reinforced concrete structures in sliding formwork SU483505A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SU1739139A SU483505A1 (en) 1972-01-20 1972-01-20 Method of forming reinforced concrete structures in sliding formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SU1739139A SU483505A1 (en) 1972-01-20 1972-01-20 Method of forming reinforced concrete structures in sliding formwork

Publications (1)

Publication Number Publication Date
SU483505A1 true SU483505A1 (en) 1975-09-05

Family

ID=20500531

Family Applications (1)

Application Number Title Priority Date Filing Date
SU1739139A SU483505A1 (en) 1972-01-20 1972-01-20 Method of forming reinforced concrete structures in sliding formwork

Country Status (1)

Country Link
SU (1) SU483505A1 (en)

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