CN103097620A - Method for producing prefabricated structural parts - Google Patents

Method for producing prefabricated structural parts Download PDF

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Publication number
CN103097620A
CN103097620A CN2011800377159A CN201180037715A CN103097620A CN 103097620 A CN103097620 A CN 103097620A CN 2011800377159 A CN2011800377159 A CN 2011800377159A CN 201180037715 A CN201180037715 A CN 201180037715A CN 103097620 A CN103097620 A CN 103097620A
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CN
China
Prior art keywords
double
parts
floor
wall board
prefabricated component
Prior art date
Legal status (The legal status 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 status listed.)
Pending
Application number
CN2011800377159A
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Chinese (zh)
Inventor
阿尔弗雷德·雷德尔贝尔格
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Individual
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Individual
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Publication date
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Publication of CN103097620A publication Critical patent/CN103097620A/en
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
    • E04B1/161—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with vertical and horizontal slabs, both being partially cast in situ
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8611—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf
    • E04B2/8617—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf with spacers being embedded in both form leaves
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2002/8688—Scaffoldings or removable supports therefor

Abstract

The invention relates to a method for producing prefabricated structural parts (5, 14) from a setting plastic compound for erecting buildings, in which the setting compound is filled into a shuttering and left to set into panels, two panels (12, 13) being joined together if necessary by means of reinforcements placed into the shutterings to form a double-walled panel (14). The built-in parts (3, 4, 20, 20'), which serve for the adjustable support of the prefabricated structural parts and/or for joining them to one another, are attached to the edge regions of the panels or double-walled panels, wherein the built-in parts (3, 11, 11', 20, 20') have fitting portions (8, 10, 21, 23), which serve as adjusting and joining points with respect to neighbouring panels or double-walled panels. In a further method step, the fitting portions are worked at positions that are fixed with respect to the panels or double-walled panels, in order to compensate for deviations in the position of the fitting portions from the intended dimensions of the panels or double-walled panels. The invention also relates to prefabricated structural parts produced by the method.

Description

The manufacture method of prefabricated component
Technical field
Described according to claim 1, the present invention relates to the manufacture method of prefabricated component.In addition, according to claim 5 with 7, the invention still further relates to the prefabricated component of foundation the method manufacturing take wallboard and Double-wall board as form.
Background technology
In known manufacturing wallboard process, in the middle of the reusable mould of rigid plastics material injection, and make its sclerosis.When making the prefabricated component of Double-wall board, two single wall plates need to be reinforced, they are combined.
In the process of using such component construction of buildings, need these component are positioned on the previously prepared substrate in building site or building ceiling, and the rigid plastics material is injected the sheet material space of Double-wall board-prefabricated component.
Making the floor needs very complicated first step, and it is very high to make accurate floor difficulty.In addition, if partial building requires waterproof, and permeable by the build joint between floor and wallboard, can become a problem.
The shortcoming of prior art is to need very large spending at the building site installation component.And component need supporting accordingly, thereby make component be fixed on needed position.This just needs to drop into more labour and corresponding time, thereby means higher construction cost.
Summary of the invention
The objective of the invention is, propose method as above, the shortcoming of avoiding prior art to exist.Thereby make the prefabricated component that utilize this invention to make reach following effect: between floor and wallboard, without build joint, the floor makes accurate, need not complicated prerequisite activity step, and component are easy in the building site install.Thereby significantly reduce the manufacturing cost of pre-fabricated building and significantly improve difficulty action accomplishment.
According to the present invention, pass through the feature instantiation in claim 1 in this manufacture method.
Under controlled factory condition, at first member is installed in wallboard or Double-wall board, then gomphosis part is installed, thereby is guaranteed that this gomphosis part accurately installs.After the error of error that all machinable gomphosis parts are causing on the installation site and predefined wallboard equates, wallboard or Double-wall board are strictly engaged in installation process.
Wallboard can carry out laser measurement, and is convenient and easy.The gomphosis part of member can be processed by computer-controlled machine tool according to plan, thereby reaches a very high degree of accuracy.
The component at the chimeric position of each respective members can produce contact when mounted each other, so the wall material will be adjusted to correct position automatically, then are connected to each other by screw.Thereby guarantee that the building component various piece needn't arrange alone.Same as the prior art, after parts are fixed, only need to inject a large amount of rigid plasticses.
Wish is easy, install fast gomphosis part, needs referring to feature described in claim 2.
The easy mutual alignment of fixing each prefabricated component of wish needs referring to feature described in claim 3.
The invention work of prefabricated component can utilize feature described in claim 5 and 7 to complete.5 feature, can be made as the floor with the wall material as requested, regulates by simple height to reach the tram on pedestal.This does not need to arrange complete pedestal, only need to get final product with the height that bearing element is adjusted supporting surface gradually.
Want safety, connect floor and floor or floor and wall elements easily, need referring to feature described in claim 6.
According to claim 7, feature, can draw the advantage of producing wallboard, namely connects miscellaneous part in simple mode in the situation that need not extra the adjustment.
Brief Description Of Drawings
The present invention is described in detail as follows with reference to accompanying drawing:
The part schematic diagram of prefabricated component in New Buildings that Fig. 1 makes according to the present invention,
The top view that two floors of Fig. 2 connect,
Fig. 3 floor be connected the schematic diagram that the prefabricated component of wallboard connect,
The lateral view that two floors of Fig. 4 connect.
Enforcement of the present invention
In building construction process, pedestal 1 is positioned on base 2.Height-adjustable parts 3 and 4 are installed on pedestal 1, and they are connected with prefabricated component 5 as the floor.These all are positioned in reusable mould easily.This mould can be used for making prefabricated component 5. parts 3 made by the rigid plastics material and 4 anchoring element 6 is sealed by the rigid plastics material, and these rigid plastics materials are to produce from prefabricated component 5, thus grappling.
Utilize adjustment screw or adjusting device 7,7' can make the zero pre-constructed unit 5 as the floor align with horizon.
Gomphosis part 8 is made by plastic material, is installed on parts 3, is overlapped on the edge of opening part 9, and being better than most on parts 3 is blank by spraying plating.Gomphosis part 8 through measurement and processing after, reach balance and roughly had the taper field of conjugate action with the position of wallboard.Other corresponding gomphosis parts with same taper field of conjugate action also intermesh.Wherein gomphosis part 10 is installed in parts 11, and parts 11 connect respectively wallboard 12 and 13 or Double-wall board-prefabricated component 14.
Double-wall board-prefabricated component 14 are vertical to be placed and uses as wall, is connected with nut by screw 15 to be connected with prefabricated component 5, and screw 15 passes the endoporus of gomphosis part 8 and 10 simultaneously.In Fig. 3, parts 3 and 11 use the larger proportion chi represent, simultaneously also can see locking nut 17.
Utilize anchoring element 6 parts 11 anchorings can be advanced in the middle of sheet material 12 and 13.
Respectively to space and base 2 between the wallboard 12 and 13 of prefabricated component 14 and can consist of cast a kind of rigid plastics material, for example pouring concrete in-situ in space between the prefabricated component 5 on floor.
In order to build floor, also need to insert adjustable pillar 18 and lintel 19, with the prefabricated component 5 ' of further support and the corresponding maintenance level that makes it.Connect simultaneously prefabricated component 5 ' and the prefabricated component 14 of double-walled.Need in addition installing component 11 and 3', the latter and parts 3 are corresponding, but, replace-adjust screw 7 and gomphosis part 10 to interact with other gomphosis part 8, the sheet material 12 and 13 that gomphosis part 10 is arranged in member 11 ' and Double-wall board-prefabricated component 14 interconnects.
Can be cast-in-place concrete or floor above prefabricated component 5 ' as ceiling.
Parts 20 are used for connecting the prefabricated component 5,5 ' as floor or ceiling, and fixing by anchoring element 6.As shown in Figure 2, parts 20,20' are the italic shape, and support gomphosis part 8 and 10, and then by the boring in both, and screw 15 and nut 16,17 are connected to together.Gomphosis part 8 and 10 is adjusted by taper chimeric surface 25.
As shown in Figure 4, parts 20' carries another gomphosis part 21, and it is that leg-of-mutton groove 22 and this parts contact with another one gomphosis part 23 that these parts have a cross section.The field of conjugate action of gomphosis part 23 is 24, gomphosis part 23 built ins 11, and perhaps in 11', these two parts are connected in sheet material 12 and 13 respectively the prefabricated component 14. of Double-wall board
As shown in Figure 4, parts 20, perhaps 20' also can device adjusts screw 7, thereby can supporting base 1 and parts 5 are adjusted into horizontal direction.
As shown in Figure 3, protrude from substantially parts 3 as the wallboard 12 of the prefabricated component 14 of the Double-wall board of wall elements and extend to pedestal 1 even almost to the position 2 of base.By this method, before sealing with rigid plastics material cast parts 14, only some corresponding small-sized cracks can appear.
As above-mentioned, with gomphosis part 8,10,21,23 as the blank spraying plating to component, bilateral overlap joint installing component 3,11,11', the edge of the opening 9 of 20,20'.In the process of making prefabricated component, according to these blank prepositions and to wallboard measurement in advance, they are measured and process.
Therefore, in the process of building pre-fabricated building, can make the floor be positioned at suitable position by adjustment.The parts of other positioned vertical can be with the parts of above-mentioned installation by means of comprising that gomphosis part is connected parts and is connected and is forced to and place in place with screw.This can make the mounting cost of job site greatly reduce.

Claims (7)

1. the manufacture method of prefabricated component (5,14), prefabricated component (5,14) are made by rigid plastics, are used for the construction of building.The rigid plastics material injects mould and is hardened to sheet material in this process, in the situation that applicable, every two boards material (12,13) becomes Double-wall board (14) by reinforcing to be connected to each other in mould.It is characterized in that, support prefabricated component or impel their interconnective member (3,4,20,20') be built in the edge of sheet material or Double-wall board.The while member (3,11,11', 20,20') as gomphosis part (8,10,21,23), these gomphosis parts are adjustment and tie points of contiguous sheet material or Double-wall board.In further processing step, gomphosis part is processed in the permanent position of sheet material and Double-wall board, thereby offsets the position of gomphosis part and the error between preplanned sheet material and Double-wall board.
2. according to claim 1 manufacture method, is characterized in that, gomphosis part (8,10,21,23) is made of plastics.
According to claim 1 with the manufacture method of claim 2, it is characterized in that, gomphosis part (8,10,21,23) makes by the milling taper field of conjugate action (25) or the field of conjugate action (24) that is roughly taper and regulates wallboard and Double-wall board becomes convenient.
4. according to claim 1 to the manufacture method of claim 3, it is characterized in that, with gomphosis part (8,10,21,23) blank spraying plating in parts (3,11,11', 20,20') on, this blank is enclosed in parts (3,11,11', 20, opening 20') (9) edge simultaneously.
5. the manufacture method of according to claim 1 to 4 is made the prefabricated component of wallboard form, is characterised in that, wallboard is designed to the floor, uses at least three parts and adjustable bearing element (7,7 ') to come floor on supporting base.
6. according to claim 5 manufacture method, prefabricated component be characterised in that, the gomphosis part of floor unit (8,10,21) aligns with the floor level direction, and is used for connecting a plurality of floors.According to the floor level direction, connect floor and a Double-wall board as wall elements (14).In each calibration process, at least two gomphosis parts are installed on a floor, and the preferential position of installation is each narrow side on floor.
7. the manufacture method of right 1 to 4 as requested, the prefabricated component of Double-wall board form be characterised in that, Double-wall board (14) is wall elements, and the gomphosis part of parts (8,10,23) align with the sheet material horizontal direction, carry out being connected of wallboard and wallboard or wallboard and floor.Less important two gomphosis parts less that are mounted to of wall elements one, preferential position is each narrow side of wall elements.
CN2011800377159A 2010-08-02 2011-08-01 Method for producing prefabricated structural parts Pending CN103097620A (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
ATA1292/2010 2010-08-02
ATA1292/2010A AT510233B1 (en) 2010-08-02 2010-08-02 METHOD FOR PRODUCING FINISHED COMPONENTS
PCT/AT2011/050005 WO2012016268A2 (en) 2010-08-02 2011-08-01 Method for producing prefabricated structural parts

Publications (1)

Publication Number Publication Date
CN103097620A true CN103097620A (en) 2013-05-08

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Application Number Title Priority Date Filing Date
CN2011800377159A Pending CN103097620A (en) 2010-08-02 2011-08-01 Method for producing prefabricated structural parts

Country Status (6)

Country Link
US (1) US20130205713A1 (en)
EP (1) EP2601358B1 (en)
CN (1) CN103097620A (en)
AT (1) AT510233B1 (en)
EA (1) EA021900B1 (en)
WO (1) WO2012016268A2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11248383B2 (en) 2018-09-21 2022-02-15 Cooper E. Stewart Insulating concrete form apparatus
US10870990B1 (en) * 2019-05-10 2020-12-22 Peter Baruch Mueller Closed panel building systems

Citations (8)

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GB1169199A (en) * 1965-11-02 1969-10-29 Skanska Cementgjuteriet Ab Improvements in or relating to Building Elements and Methods of Assembling said Elements
FR2696488A1 (en) * 1992-10-06 1994-04-08 Antoniazzi Alain Flat prefabricated component for constructing walls - with L-shaped hooks at edges which fit into loops on adjoining component
EP1457609A1 (en) * 2003-03-13 2004-09-15 Ferdinand Hammerer Floor for a building
CN1693609A (en) * 2005-04-04 2005-11-09 朱秦江 Concrete building combined with heat insulating framework and its construction method
CN2746056Y (en) * 2004-06-01 2005-12-14 魏东辉 Ecological module
WO2006049563A1 (en) * 2004-11-03 2006-05-11 Ncc Ab Wall module with connection device
CN1876994A (en) * 2006-07-04 2006-12-13 朱秦江 Mounting and caging system for composite thermal-insulation concrete building template and construction method thereof
CN101858114A (en) * 2009-04-07 2010-10-13 段风雷 Construction method for cast-in-place integral light-weight partition wall

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AT403184B (en) * 1992-06-02 1997-11-25 Rund Stahl Bau Gmbh & Co Shuttering panel
DE19549535C2 (en) * 1995-06-30 2001-01-11 Ralf Sebald Adjustment device for placing a wall element
US5762815A (en) * 1997-08-04 1998-06-09 Lee; Kou-An Apparatus for adjusting a distance between two opposed form panels
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AU2003904132A0 (en) * 2003-08-07 2003-08-21 Scallan, Patrick Joseph Moulding of concrete walls

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1169199A (en) * 1965-11-02 1969-10-29 Skanska Cementgjuteriet Ab Improvements in or relating to Building Elements and Methods of Assembling said Elements
FR2696488A1 (en) * 1992-10-06 1994-04-08 Antoniazzi Alain Flat prefabricated component for constructing walls - with L-shaped hooks at edges which fit into loops on adjoining component
EP1457609A1 (en) * 2003-03-13 2004-09-15 Ferdinand Hammerer Floor for a building
CN2746056Y (en) * 2004-06-01 2005-12-14 魏东辉 Ecological module
WO2006049563A1 (en) * 2004-11-03 2006-05-11 Ncc Ab Wall module with connection device
CN1693609A (en) * 2005-04-04 2005-11-09 朱秦江 Concrete building combined with heat insulating framework and its construction method
CN1876994A (en) * 2006-07-04 2006-12-13 朱秦江 Mounting and caging system for composite thermal-insulation concrete building template and construction method thereof
CN101858114A (en) * 2009-04-07 2010-10-13 段风雷 Construction method for cast-in-place integral light-weight partition wall

Also Published As

Publication number Publication date
WO2012016268A3 (en) 2013-01-03
EA201390196A1 (en) 2013-06-28
AT510233A1 (en) 2012-02-15
US20130205713A1 (en) 2013-08-15
WO2012016268A2 (en) 2012-02-09
EA021900B1 (en) 2015-09-30
AT510233B1 (en) 2012-07-15
EP2601358A2 (en) 2013-06-12
EP2601358B1 (en) 2015-10-14

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Application publication date: 20130508