IE61649B1

IE61649B1 - Method for manufacturing a building structure

Info

Publication number: IE61649B1
Application number: IE280789A
Authority: IE
Inventors: Van Johannes Petrus Eeden
Original assignee: Int Dome Systems
Priority date: 1988-09-01
Filing date: 1989-08-31
Publication date: 1994-11-16
Also published as: NO177611C; ES2030968T3; IE892807L; EP0357151A2; PT91603A; NO893502L; DK431789D0; DE68901117D1; HK62892A; NO177611B; EP0357151B2; DK431789A; ES2030968T5; NL8802165A; DD296139A5; PL162385B1; GR3004564T3; DK168962B1; NO893502D0; ATE74393T1

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

The invention relates to a method for manufacturing a building structure in accordance with the preamble of claim 1. Λ method of this kind is known from US-A-4,155,967.

According to said known method the foam layer is applied layer by layer and the foot plates of the anchors are· attached by means of adhesive to the first foam layer. This attachment is insufficient. Many anchors fall down under the influence of the forces which occur during spraying and due to deformations of tha 10 fora by wind forces. Even after surrounding the anchor feet by the next foam layer applied over said feet said anchors are not capable to take up the loads which occur during attachment of the reinforcing rods and during spraying of the concrete.

- Purpose ox the invention is to provide a method by means of 1 5 which the progress of the work is not disturbed by anchors which do not maintain their proper position.

According to the invention this purpose is achieved by the characterizing features of claim 1. 3y the fact that the foam layer has obtained its final thickness prior to mounting the anchors it is possible to insert the bent over parts of the feet of the anchors easily into the foam layer. Due to this the anchors are quickly attached By the fact that moreover the first concrete layer is sprayed over said feet and covers said feet, a hard layer is obtained which holds the anchors in a manner such that they can no longer loosen and are capable to carry the weight of the reinforcing rods and are capable to withstand the forces which occur during spraying of the concrete on the anchors snd reinforcing rods, including the weight of not yet completely hardened concrete parts.

Preferably the reinforcing is one which at least in horizontal planes is pretensionable. This is made possible by the rigid attachment of the anchors.

It is observed thet from US-A-3,277,219 a method is known for the manufacturing ef a building structure by making use of an inflatable form against fhe inner side of which s foam layer is sprayed until the layer has its full required thickness. After spraying and completing said layer anchors are inserted into the foam layer in the form of wire clips having a barbed or turned over inserted end which provide an attachment such that prior to any spraying of concrete reinforcing rods can be attached to said anchors, "he mounting of said anchors by pressure or hammering is time consuming and can damage the foam layer. Concrete is only applied for the first time after the reinforcing rods are placed. Although said known method discloses the possibility of primarily manufacturing the foam layer until its final thickness is obtained it has disadvantages in respect of the mounting of the anchors.

Spraying of the resin can be performed such that the entire innerside of the form is covered so that a building structure is already obtained from resin such as a resin dome.

It is also possible to spray part of the height with resin and to start spraying the concrete already whilst th® spraying of the resin proceeds upwardly towards the fop.

Mounting of the reinforcing rods can take place such that the reinforcing is completed first prior to applying the further concrete layers. One, however, can also perform the work in such a way that said concrete layers are applied after mounting part of the reinforcement in which case fhe mounting of the reinforcing rods proceeds upwardly followed by the application of the concrete, which application of th® concrete of course starts at the basis.

The synthetic form can remain in place or be removed respectively. For performing the work use can be made of a movable platform lifting device having at the outer and of a swingable and extendable arm a work platform from which any position inside the blown form can be reached with spraying devices.

With the invention it is possible to manufacture building structures of preferably dome shaped configuration in a simple manner. They can have a circular basis and be part spherical. They however may have as well an oval basis or even a rectangular basis.

The invention concerns as wall an anchor for applying the method according to the invention which anchor as known from US-A-4.155.967 has a perforated footplate to which a rod is attached which anchor according to the invention has tongues which are cut free from the plate and bent into a position perpendicular fco the plane of the plate and turned away from the rod.

Said anchor has a shape such that it can be inserted with said tongues into the foam layer.

The invention will be further illustrated with reference fco the drawings.

Figure 1 shows part of a building structure according to the invention.

Figure 2 shows a possible embodiment of the anchor.

Figures 3a to f inclusive show different phases of the method according to the invention.

The building structure which can be obtained with the invention has a form 1 which by blowing is brought into the proper shape and is made from plastic. Against tha innerside a foam synthetic layer 2 is applied by spraying. The anchors 3 are fixed upon said layer and reinforcing rods 4 are attached to said anchors. For mounting the anchors use can be made of " an auxiliary reinforcement 4’ such as rods which support the anchors for and during performing further operations. The space around said reinforcing rods which is defined outwardly by the foam synthetic layer 2 is filled with concrete 5 by spraying. Prior to building the concrete layer 5 layer by layer a first layer 5' is sprayed over the feet 8 of the anchors. The plastic form 1 is connected in an air-tight manner at β to a prefabricated foundation 7.

Ths anchors may have the form shown in figure 2 comprising a perforated footplate 8 having bent over tongues 9, which can be pressed into the foam synthetic layer 2 and with an outwardly extending rod or arm 10 serve for connecting to them the reinforcing rods. 3y applying the first concrete layer 5’ said anchors are well held in place sufficiently to carry the reinforcing rods.

Figure 3 showns in figure 3a diagrammstically a part of an 10 annular foundation 7 which has to be provided.

Figure 3b shows the application of the fprm 1 in the not yet inflated condition.

Figure 3c shows the inflation by means of fans 11. The inflated hall is provided with an air lock 12 known in itself.

Figure 3d shows the inflated hall in a cut-open way. Present in the hall is a working device 13 having a working platform 14 by means of which through a supply conduite 15 synthetic foam, such as polyurethane can be supplied by the schematically shorn device 16 and sprayed upon the innerside of the inflated form 1.

Figure 3e shows the snouting of horizontal annular reinforcing rods as well as reinforcing rods extending in vertical planes, after which, as shown in figure 3f, by means of the device 13 concrete 5’ and 5 respectively can be sprayed.

The hall obtained finally no longer needs the fans and entrance lock respectively.

In case windows are needed auxiliary frames can be placed with the aid of anchors upon the synthetic foam layer 3 as schematically indicated et 17 in figure 3d. After completing the building structure, which means after hardening of the concrete, which concrete surrounds the auxiliary frames, the plastic layer of the form and the foam layer can be cut away and a real window frame with or without glass can be placed in .the opening obtained therewith.

Claims

1. Method for manufacturing a building structure in which an inflatable form which has been provided with an entrance lock is mounted in an air-tight manner oxi a base or foundation which form by means of suitable devices is inflated and after having obtained its correct shape by inflation a foam resin layer is sprayed upon the innerside of the form, anchors, each having a perforated foot plate to which an anchoring rod is attached, are placed with their plate-shaped feet on solid foam resin layer, whereby said anchoring rods are inwardly directed, reinforcing rods are attached to said anchoring rods after spraying a first layer concrete upon the foam layer, characterized in that primarily the foam resin layer is manufactured until its final required thickness is obtained, that only thereafter the anchors are placed and fixed to the foam layer by inserting of bent portions which are cut free fro® the plate and bent over into a position perpendicular to the plane of the plate and turned away from said rod and that the first concrete layer is sprayed over the feet of said anchors which lie against the innerside of the foam, layer.

2. Method according to claim 1, characterized in that the reinforcement at least in horizontal planes is a pre-tansionable reinforcement.

3. Method according to claim 1 or 2 in which for the manufacturing of window frames and the like frames are placed which are fixed hy the spraying of the concrete layer, characterized in that the frames are temporary frames of which form and dimension correspond to the form and dimension of the final window frames, which frames are placed upon the foam layer and after the application of the concrete, form material and foam are removed at the location of the frames and said frames are removed and replaced by the final window frames.

4. Anchor for use in the method according to one of more of the preceding claims comprising a perforated foot plate to which a rod is attached, characterised in that said plate has tongues which are cut free from the plate and bent over into a position perpendicular to the plane of the plate, and turned away from said rod.

5. A method according to claim 1, substantially 5 as herein described with reference to Figs. 3a to 3f of the accompanying drawings. S. A building structure whenever manufactured by a method claimed in a preceding claim.

6. 7. An anchor according to claim 4, substantially

7. 10 as herein described with reference to Fig., 2 of the accompanying drawings.