RU1828484C - Method for erection of structure - Google Patents

Method for erection of structure

Info

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
Application number
SU894742294A
Other languages
Russian (ru)
Inventor
Петрус Ван Еден Йоханнес
Original Assignee
Интернэшнл, Доум Системс
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
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Application filed by Интернэшнл, Доум Системс filed Critical Интернэшнл, Доум Системс
Application granted granted Critical
Publication of RU1828484C publication Critical patent/RU1828484C/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/04Forms, 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/04Forms, 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
    • E04G11/045Inflatable 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

Method of manufacturing a building structure by spraying synthetic foam and concrete against the innerside of an inflated form (1) with anchors (3) for reinforcing rods (4) attached to the foam layer (2) which attachment of the anchors (3) takes place by provinding the anchors (3) with parts (9) which can be inserted into the completed foam layer whilst the application of the concrete layers (5), which takes place layer by layer, is performed in such a way that at least one layer is applied over the basis (8) of the anchors (3) prior to attaching the reinforcing rods (4) of the concrete to said anchors (3).

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)

1. Способ возведени  сооружени , включающий установку и герметичное закрепление пневмоопалубки на основании, надув пневмоопалубки до проектного положени , нанесение на ее внутреннюю поверхность слоев вспененной смолы, закрепление в пене пластин с анкерньГми стержн ми, прикрепление в пене арматуры к анкерным стержн м после нанесени  первого сло  бетона на поверхность пены, отличающийс  тем, что, с целью снижени  трудоемкости и трудозатрат при возведении сооружени , пластины с анкерными стержн ми изготавливают с отгибами, вырезанными из пластины и направленными перпендикул рно к их плоскост м, и укладывают пластины на поверхность пены с введением отгибов внутрь пены с последующим нанесением первого сло  бетона на поверхность пластины,1. A method of erecting a structure, including installing and tightly securing the pneumatic formwork on the base, blowing the pneumatic formwork to the design position, applying layers of foamed resin to its inner surface, fixing plates with anchor rods in the foam, attaching reinforcement to the anchor rods in the foam after applying the first a concrete layer on the foam surface, characterized in that, in order to reduce the complexity and labor costs during the construction of the structure, plates with anchor rods are made with bends cut out from the plate and directed perpendicular to their planes, and lay the plate on the surface of the foam with the introduction of bends inside the foam, followed by applying the first layer of concrete on the surface of the plate, 00 55 00 55 00 55 00 55 00 2. Способ по п.1,отличающийс  тем, что в горизонтальных плоскост х устанавливают предварительно напр женную арматуру.2. The method according to claim 1, characterized in that pre-stressed reinforcement is installed in horizontal planes. Фиг.2.Figure 2. ч dh d
SU894742294A 1988-09-01 1989-08-30 Method for erection of structure RU1828484C (en)

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)

* Cited by examiner, † Cited by third party
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

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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

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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
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Cited By (1)

* Cited by examiner, † Cited by third party
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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