SU483505A1 - Method of forming reinforced concrete structures in sliding formwork - Google Patents
Method of forming reinforced concrete structures in sliding formworkInfo
- 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
Links
Landscapes
- Foundations (AREA)
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
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) |
-
1972
- 1972-01-20 SU SU1739139A patent/SU483505A1/en active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US2807070A (en) | Apparatus for constructing prefabricated masonry walls | |
SU483505A1 (en) | Method of forming reinforced concrete structures in sliding formwork | |
GB1400277A (en) | Process for the erection of concrete constructions | |
GB1383670A (en) | Climbing formwork assemblies for the erection of tower structures of reinforced concrete | |
ES401060A1 (en) | A procedure and its corresponding formwork for concrete hollow construction elements. (Machine-translation by Google Translate, not legally binding) | |
CH585321A5 (en) | Prefabricated concrete components for steep retaining walls - has stacked wall components and flanged anchoring components buried into fill | |
FR2272225A1 (en) | Temporary reinforced concrete paving slab - has vert. wall element and lower edge stiffening ribs | |
GB1219587A (en) | Improvements in or relating to free standing building panels | |
IT948814B (en) | TEMPORARY SPACE REINFORCEMENT FOR THE CASTING OF CONCRETE WALLS AND SLABS OF A BUILDING | |
DE805072C (en) | Process for the erection of building walls made of concrete | |
JPS5595727A (en) | Disposable form for strip footing of concrete | |
RU2227198C2 (en) | Method of reinforced concrete structure building with the use of sliding forms | |
SU969865A1 (en) | Method of erecting columns | |
FR2255793A5 (en) | Method of mfg facing panels with projecting bricks - involves pouring concrete over bricks partially embedded in support | |
FR2311910A1 (en) | Burial vaults shuttering with sloping internal walls - incorporating grooves in the four dividing partitions to simplify removal after casting | |
DE1684631B1 (en) | Precast concrete swimming pool and process for its manufacture | |
SU629346A1 (en) | Sectional-monolithic roof support | |
US2586712A (en) | Underpinning of buildings | |
SU79754A1 (en) | Concreting method | |
RU2117740C1 (en) | Method for erection of vault | |
SU842121A1 (en) | Vibrated shield for cutting seams in concrete pavings | |
SU380785A1 (en) | METHOD OF CONSTRUCTION OF MASSIFIED STRUCTURES | |
JPS5733627A (en) | Foundation method for building | |
SU881352A1 (en) | Method of erecting artificial support | |
SU912883A1 (en) | Apparatus for constructing underground structures |