RU1828484C - Method for erection of structure - Google Patents
Method for erection of structureInfo
- Publication number
- RU1828484C RU1828484C SU894742294A SU4742294A RU1828484C RU 1828484 C RU1828484 C RU 1828484C SU 894742294 A SU894742294 A SU 894742294A SU 4742294 A SU4742294 A SU 4742294A RU 1828484 C RU1828484 C RU 1828484C
- Authority
- RU
- Russia
- Prior art keywords
- layer
- foam
- anchors
- concrete
- anchor rods
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/04—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for structures of spherical, spheroid or similar shape, or for cupola structures of circular or polygonal horizontal or vertical section; Inflatable forms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/04—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for structures of spherical, spheroid or similar shape, or for cupola structures of circular or polygonal horizontal or vertical section; Inflatable forms
- E04G11/045—Inflatable forms
Landscapes
- Architecture (AREA)
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Compositions Of Macromolecular Compounds (AREA)
- Building Environments (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Saccharide Compounds (AREA)
- Laminated Bodies (AREA)
- Transition And Organic Metals Composition Catalysts For Addition Polymerization (AREA)
- Organic Low-Molecular-Weight Compounds And Preparation Thereof (AREA)
- Bridges Or Land Bridges (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
Description
.1 .:,- :&Ж: &..1.:, -: & G: &.
Фиг,/Fig, /
Изобретение относитс к строительству и может быть использовано при возведении сооружений преимущественно куполообразной формы на пневмоопалубке.The invention relates to construction and can be used in the construction of structures mainly domed in the formwork.
Цель изобретени - снижение трудоемкости и трудозатрат при возведении сооружени .The purpose of the invention is to reduce the complexity and labor costs during construction.
На фиг.1 показан фрагмент возводимого предложенным способом сооружени ; на фиг.2 - перфорированна пластина с анкерными стержн ми; на фиг.З - этапы возведени сооружени предложенным способом.Figure 1 shows a fragment of a structure being constructed by the proposed method; Fig. 2 - perforated plate with anchor rods; Fig. 3 - construction steps of the proposed method.
Способ возведени сооружени осуществл етс следующим образом.The method of construction is as follows.
Пневмоопалубку -1, выполненную из пластика, в процессе надува довод т до проектной конфигурации. На внутреннюю поверхность пневмоопалубки 1 распылением нанос т слой, вспененного синтетического материала 2, на котором закрепл ют перфорированные пластины 3 с анкерными стержн ми к которым прикрепл ют стержни 4 арматуры. Дл установки анкеров может использоватьс вспомогательна арматура 4, Пространство вокруг стержней арматуры, которое ограничено снаружи слоем 2 вспененного синтетического материала заполн ют путем распылени бетоном 5. До послойного наращивани сло бетона 5 сначала на опорные перфорированные пластины 3 нанос т первый слой бетона 5, а затем остальные слои.The pneumatic formwork -1, made of plastic, is adjusted to the design configuration during the inflation process. A layer of foamed synthetic material 2 is applied by spraying to the inner surface of the pneumatic formwork 1, onto which perforated plates 3 with anchor rods are fixed, to which rods 4 of the reinforcement are attached. To install the anchors, auxiliary reinforcement 4 can be used. The space around the reinforcing rods, which is limited externally by a layer 2 of foamed synthetic material, is filled by spraying with concrete 5. Prior to layer-by-layer building up of concrete layer 5, first, the first concrete layer 5 is applied to the supporting perforated plates 3, and then other layers.
Пластикова пневмоопалубка 1 герметично в точке 6 соединена с предварительно подготовленным основанием 7. Опорные перфорированные пластины 3 выполн ют с отгибами 8 в виде отогнутых зычков 9 из материала пластин и направленных перпендикул рно плоскост м пластин 4. Отгибы 9 вдавливают в слой вспененного синтетического материала 2, Наружу пластины 3 выступают анкерные стержни 10 или прутки служащие дл соединени анкера с стержн ми арматуры. Благодар нанесению первого сло бетона 5 упом нутые анкеры прочно удерживаютс на месте и способны нести стержни арматуры.A plastic pneumatic formwork 1 is hermetically connected at a point 6 to a previously prepared base 7. The support perforated plates 3 are made with bends 8 in the form of bent tabs 9 from the material of the plates and perpendicular to the planes of the plates 4. Bends 9 are pressed into the layer of foamed synthetic material 2, Outside the plate 3, anchor rods 10 or rods serving to connect the anchor to the reinforcement bars protrude. Thanks to the application of the first concrete layer 5, said anchors are held firmly in place and are capable of supporting reinforcing bars.
Арматура, располагаема по крайней мере, в горизонтальных плоскост х, выполн етс предварительно раст гиваемой, что возможно благодар жесткому закреплению анкеров. Надув пневмоопалубки 1 до проектного положени осуществл етс при помощи вентил торов 11. Пневмоопалубка имеет воздушный шлюз 12. Нанесение вспененного синтетического материала 2The reinforcement, located at least in horizontal planes, is pre-stretched, which is possible due to the rigid anchoring of the anchors. The pneumatic formwork 1 is inflated to the design position with the help of fans 11. The pneumatic formwork has an air lock 12. Application of foamed synthetic material 2
осуществл етс с помощью рабочего устройства 13 с рабочей платформой 14, посредством которой с помощью питающего канала и схематически показанного устрой- ства 16 может осуществл тьс подача синтетического материала 2, например полиуретана и нанесение его на внутреннюю сторону наружной пневмоопалубки 1.is carried out by means of a working device 13 with a working platform 14, by means of which a synthetic material 2, for example polyurethane and applying it to the inner side of the outer pneumatic formwork 1 can be supplied using the supply channel and the schematically shown device 16.
В случае, когда требуютс окна, могут устанавливатьс вспомогательные рамы 17 на слой 2 синтетического материала при помощи анкеров. После завершени возведени сооружени , а это значит после отверждени бетона, окружающего вспомогательные рамы, слой пластика формы и слой пены могут быть вырезаны и в получен ном проеме устанавливают насто щую оконную раму со стеклом или без него.In the case where windows are required, auxiliary frames 17 can be mounted on the synthetic layer 2 using anchors. After completion of the construction, which means after curing the concrete surrounding the auxiliary frames, the plastic layer of the mold and the foam layer can be cut out and a real window frame with or without glass is installed in the resulting opening.
После воздведени сооружени пневмоопалубка 1 может быть удалена и использована в другом месте.After the structure has been erected, the formwork 1 can be removed and used elsewhere.
Распыление вспенененного синтетического материала на внутреннюю поверхность пневмоопалубки 1 может быть осуществлено как сразу на всю поверхность , так и возможно распыление на часть высоты пневмоопалубки с нанесением сло бетона, и одновременным нанесением синтетического материала 2 по направлению к вершине сооружени .Spraying the foamed synthetic material onto the inner surface of the pneumatic formwork 1 can be carried out both directly on the entire surface, and it is also possible to spray onto a part of the height of the pneumatic formwork with a layer of concrete, and simultaneously applying synthetic material 2 towards the top of the structure.
Claims (2)
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
NL8802165A NL8802165A (en) | 1988-09-01 | 1988-09-01 | METHOD FOR MANUFACTURING A CONSTRUCTION WORK |
Publications (1)
Publication Number | Publication Date |
---|---|
RU1828484C true RU1828484C (en) | 1993-07-15 |
Family
ID=19852843
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
SU894742294A RU1828484C (en) | 1988-09-01 | 1989-08-30 | Method for erection of structure |
Country Status (14)
Country | Link |
---|---|
EP (1) | EP0357151B2 (en) |
AT (1) | ATE74393T1 (en) |
DD (1) | DD296139A5 (en) |
DE (1) | DE68901117D1 (en) |
DK (1) | DK168962B1 (en) |
ES (1) | ES2030968T5 (en) |
GR (2) | GR3004564T3 (en) |
HK (1) | HK62892A (en) |
IE (1) | IE61649B1 (en) |
NL (1) | NL8802165A (en) |
NO (1) | NO177611C (en) |
PL (1) | PL162385B1 (en) |
PT (1) | PT91603A (en) |
RU (1) | RU1828484C (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113585760A (en) * | 2021-08-25 | 2021-11-02 | 哈尔滨工业大学 | Method for building ice-shell building based on natural ice and ice-snow composite material |
Families Citing this family (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB8811465D0 (en) * | 1988-03-28 | 1988-06-15 | Pemberton J M | Method of culverting river/canal |
NL9301988A (en) * | 1993-11-17 | 1995-06-16 | Int Dome Systems Cyprus Ltd | Method for manufacturing a tunnel-shaped hood or screen over a traffic route, such as a motorway or railway. |
ES2113780B1 (en) * | 1994-04-25 | 1999-01-01 | Rauet Ginau Juan | IMPROVEMENTS INTRODUCED IN THE MONOLITHIC STRUCTURES CONSTRUCTION PROCESS. |
DE19637567B4 (en) * | 1996-09-14 | 2006-07-13 | Koch & Mayer Bauunternehmung Gmbh & Co Kg | Method of manufacturing a building |
AU2007100985B4 (en) * | 2007-07-31 | 2008-09-04 | Domeshells Australia Pty Ltd | An improved system, method and apparatus for constructing compound curve sandwich shell structures |
WO2009105137A2 (en) * | 2007-11-23 | 2009-08-27 | Holley Merrell T | Hyperbaric exercise facility, hyperbaric dome, catastrophe or civil defense shelter |
NO20092970A (en) | 2009-09-08 | 2010-11-22 | Hoegskolen I Soeroest Norge | Large-scale shell constructions |
CN103669953A (en) * | 2013-12-09 | 2014-03-26 | 中煤建筑安装工程集团有限公司 | Construction method with space gas film as formwork |
FR3092855B1 (en) | 2019-02-15 | 2021-03-12 | Guillaume Desrocques | COVER STRUCTURE FOR A SITE EMITTING POLLUTANTS, ITS CONSTRUCTION PROCESS AND AN ENVIRONMENTAL PROTECTION PROCESS IMPLEMENTING THIS COVERED STRUCTURE |
CN115045323A (en) * | 2022-07-11 | 2022-09-13 | 天津大学 | Geopolymer air film concrete suction bucket foundation and construction method thereof |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1573069A (en) * | 1924-08-27 | 1926-02-16 | Anton M Jensen | Furring nail |
FR781192A (en) * | 1934-11-13 | 1935-05-10 | Method of fixing a protective network on soundproof and non-combustible coverings | |
US3277219A (en) * | 1961-03-27 | 1966-10-04 | Lloyd S Turner | Method of molding a building structure by spraying a foamed plastic on the inside of an inflatable form |
US4155967A (en) * | 1977-03-07 | 1979-05-22 | Barry South | Building structure and method of making same |
DE3009419A1 (en) * | 1980-03-12 | 1982-05-06 | TA Rokal GmbH, 4054 Nettetal | PIPE HOLDER |
US4879859A (en) * | 1983-12-09 | 1989-11-14 | Dykmans Max J | Method and apparatus for constructing circumferentially wrapped prestressed structures utilizing a membrane |
DE8710320U1 (en) * | 1987-07-28 | 1987-09-10 | Eckert, Lothar, Ing. (grad), 5206 Neunkirchen | Pipe holder |
-
1988
- 1988-09-01 NL NL8802165A patent/NL8802165A/en not_active Application Discontinuation
-
1989
- 1989-08-30 DD DD89332208A patent/DD296139A5/en not_active IP Right Cessation
- 1989-08-30 RU SU894742294A patent/RU1828484C/en active
- 1989-08-30 PL PL28121789A patent/PL162385B1/en unknown
- 1989-08-31 IE IE280789A patent/IE61649B1/en not_active IP Right Cessation
- 1989-08-31 EP EP89202214A patent/EP0357151B2/en not_active Expired - Lifetime
- 1989-08-31 DK DK431789A patent/DK168962B1/en not_active IP Right Cessation
- 1989-08-31 NO NO893502A patent/NO177611C/en unknown
- 1989-08-31 AT AT89202214T patent/ATE74393T1/en active
- 1989-08-31 PT PT91603A patent/PT91603A/en not_active Application Discontinuation
- 1989-08-31 DE DE8989202214T patent/DE68901117D1/en not_active Expired - Fee Related
- 1989-08-31 ES ES89202214T patent/ES2030968T5/en not_active Expired - Lifetime
-
1992
- 1992-05-12 GR GR920400912T patent/GR3004564T3/en unknown
- 1992-08-20 HK HK628/92A patent/HK62892A/en not_active IP Right Cessation
-
1996
- 1996-11-14 GR GR960402996T patent/GR3021625T3/en unknown
Non-Patent Citations (1)
Title |
---|
Патент US №4155967, кл. Е 04 В 1 /32, 1979. * |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113585760A (en) * | 2021-08-25 | 2021-11-02 | 哈尔滨工业大学 | Method for building ice-shell building based on natural ice and ice-snow composite material |
Also Published As
Publication number | Publication date |
---|---|
DD296139A5 (en) | 1991-11-21 |
NO177611B (en) | 1995-07-10 |
NO893502L (en) | 1990-03-02 |
PT91603A (en) | 1990-03-30 |
NO177611C (en) | 1995-10-18 |
NL8802165A (en) | 1990-04-02 |
PL162385B1 (en) | 1993-10-30 |
IE61649B1 (en) | 1994-11-16 |
IE892807L (en) | 1990-03-01 |
GR3004564T3 (en) | 1993-04-28 |
EP0357151A2 (en) | 1990-03-07 |
GR3021625T3 (en) | 1997-02-28 |
EP0357151A3 (en) | 1990-10-24 |
DK431789D0 (en) | 1989-08-31 |
NO893502D0 (en) | 1989-08-31 |
EP0357151B1 (en) | 1992-04-01 |
ATE74393T1 (en) | 1992-04-15 |
ES2030968T3 (en) | 1992-11-16 |
DK168962B1 (en) | 1994-07-18 |
DE68901117D1 (en) | 1992-05-07 |
HK62892A (en) | 1992-08-28 |
DK431789A (en) | 1990-03-02 |
EP0357151B2 (en) | 1996-08-14 |
ES2030968T5 (en) | 1996-12-16 |
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