CN101213345A - Ceiling formwork system - Google Patents
Ceiling formwork system Download PDFInfo
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- CN101213345A CN101213345A CNA2006800244654A CN200680024465A CN101213345A CN 101213345 A CN101213345 A CN 101213345A CN A2006800244654 A CNA2006800244654 A CN A2006800244654A CN 200680024465 A CN200680024465 A CN 200680024465A CN 101213345 A CN101213345 A CN 101213345A
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- grid element
- longitudinal beam
- longitudinal
- flat panel
- panel form
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- 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
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
- E04G11/50—Girders, beams, or the like as supporting members for forms
- E04G11/54—Girders, beams, or the like as supporting members for forms of extensible type, with or without adjustable supporting shoes, fishplates, or the like
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- 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
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
- E04G11/50—Girders, beams, or the like as supporting members for forms
- E04G11/52—Girders, beams, or the like as supporting members for forms of several units arranged one after another
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
Longitudinal and transverse spars for grid elements rigidly interlink. Standard grid elements have two transverse spars in the end areas of the longitudinal spars opposite each other. Transverse balancing grid elements have one or two transverse spars staggered inwards in comparison with the standard grid elements.
Description
Technical field
The present invention relates to a kind of flat panel form system, this system comprises a plurality of grid elements, and each grid element all is made up of a plurality of longitudinal beams and at least one crossbeam, the extension that is parallel to each other of these longitudinal beams, and crossbeam can be installed or be placed on the plumb post, and the horizontal expansion of beam longitudinally
Background technology
Such flat panel form system is known the applicant in the prospectus DE of Germany 102 34445 A1.In this system, a plurality of longitudinal beams that extend that are parallel to each other are connected to each other by the cross bar that is installed in downside, and to form grid element, therefore, longitudinal beam relative position is each other fixed.The cross bar of appointment will be installed at interval with the terminal sizable distance of the end face of distance longitudinal beam.
When assembling known flat panel form system, at first crossbeam is installed on the plumb post, thereby the grid beams with longitudinal beam is extended along the direction perpendicular to crossbeam, and longitudinal beam and cross bar have constituted grid beams, each grid beams is identical each other, then grid beams is placed on the crossbeam from the top.Because longitudinal beam is not fixedlyed connected with crossbeam, and cross bar is to install at interval with the terminal sizable distance of the end face of distance longitudinal beam, so the grid element of mutual vicinity is mated with each other, so that in all cases, the part longitudinal beam of a grid element can be placed between two longitudinal beams of the grid element that cooperates with it.So, by grid element is specified cooperation, can realize longitudinal compensation, this means flat panel form system by appointment, can on the longitudinal direction of longitudinal beam, adopt independent size, and the size of mesh opening that above-mentioned size can not rely on grid element is selected
Summary of the invention
An object of the present invention is further to develop the flat panel form system of aforementioned initial specified type, thereby make the flat panel form system can not only be suitable for the independent dimensions relation on the longitudinal beam direction, and be suitable for corresponding vertical direction, particularly, can guarantee quick as much as possible, simple and safety by the assembling and the dismounting of flat panel form system.
The described feature of claim 1 according to the present invention, particularly longitudinal beam and the crossbeam owing to grid element is rigidly connected to each other by the standard grid element with two crossbeams, can satisfy this purpose, wherein, described two crossbeams be installed in longitudinal beam mutually away from stub area in; On the contrary, laterally compensate grid element and have one or two crossbeams, these crossbeams are compared inside offset alignment with the standard grid element.
According to the present invention, the longitudinal beam of grid element does not interconnect by independent cross bar with a kind of known way, but directly realize connecting by one or more crossbeam, its middle cross beam fixedly connected longitudinal beam, and crossbeam suitably placed successively or is fixed on the plumb post.In this regard, according to the present invention, because each crossbeam and longitudinal beam all form firmly interconnected assembly or grid element, make crossbeam and longitudinal beam no longer need the operation that is separated from each other, therefore need the number of spare parts of operation to reduce than known flat panel form system.
In addition, according to the present invention, use the standard grid element of above-mentioned definition, for example the horizontal compensation grid element of the appointment of here introducing in detail can be applied to grid element among two embodiment that differ from one another at least in system framework.When the flat panel form system is installed, this size of flat panel form system on each direction all is the integral multiple of the size of mesh opening separately of standard grid element, this makes might use independent standard grid element, and described standard grid element can not match to each other.Yet, when must be on creating individual size,, except using the standard grid element, also to use horizontal compensation grid element according to the present invention in the outside of size of mesh opening perpendicular to the bearing of trend of longitudinal beam.These differences that laterally compensate grid element and standard grid element are the further inside offset alignment of its crossbeam.By this unexpected straightforward procedure, the standard grid element is cooperatively interacted with laterally compensating grid element, make one or more outside longitudinal beam of crossbeam grid element can lie between two adjacent longitudinal beams of standard grid element.So, be transverse to the arrangement that separates each other on the longitudinal direction by all longitudinal beams with standard grid element and horizontal compensation grid element, perhaps in the arrangement adjacent one another are of its vertical side, just can make standard network lattice element and laterally all longitudinal beams of compensation grid element extension that is parallel to each other.Because the longitudinal beam of the horizontal compensation grid element of ideal quantity is between two adjacent longitudinal beams of standard grid element separately, therefore, can with the bearing of trend of longitudinal beam crosscut on, make not adjustable continuously with the individual size of any size of mesh opening binding.Be added to the standard grid element and laterally compensate on the grid element by a mutual different crossbeam, can guarantee that the standard grid element that is fitted to each other does not conflict each other with the horizontal grid element that compensates.The crossbeam of all grid elements that are fitted to each other or separate arrangement mutual vertically perhaps is in contact with one another.
The longitudinal beam of standard grid element preferably has identical length with horizontal compensation grid element.Yet, in the framework of flat panel form system, can use two or a greater variety of grid element that has different size each other at an easy rate, for example standard grid element and the horizontal compensation grid element of correspondence at least, these laterally compensation grid elements in every type, all exist, its longitudinal beam has and the identical size of standard grid element of type separately.The system of this use such as two dissimilar standard grid elements and correspondingly configured horizontal compensation grid element will be introduced in description of drawings in more detail.
When the longitudinal beam length of the longitudinal beam length of one type standard grid element and the horizontal compensation grid element of same type is identical, because this moment, laterally the far-end of compensation grid element will conflict mutually with the crossbeam of standard grid element, just can not will laterally compensate grid element and guide to already installed standard grid element, and in the framework of linear movement fully, match with it from following with linear method.In this case, according to the present invention, to laterally compensate grid element penetrates the standard grid element from the below, this means that an end face end of the longitudinal beam of the horizontal compensation grid element of ideal quantity will at first cause between the longitudinal beam separately of standard grid element from the below separately, a crossbeam will crossing the standard grid element then moves to the outside internally.Then, will on the direction of longitudinal beam, continue this motion, and exceed other crossbeams of standard grid element until other ends of the longitudinal beam of horizontal compensation grid element, and support thereon.The above-mentioned process of passing will be in description of drawings more detailed describing.
The spacing of the adjacent longitudinal beam that to also have an advantage be exactly grid element is 20cm at the most.Use such spacing, the safety with maximum possible falls between two adjacent longitudinal beams to avoid the assembler, and therefore, the grid element that assembles according to the present invention presents reliable safety, can not fall.Yet the spacing of two the adjacent longitudinal beams width with longitudinal beam at least is the same big, makes that laterally the longitudinal beam of compensation grid element can move between two adjacent longitudinal beams of standard grid element.Particularly preferably be, the spacing between two adjacent longitudinal beams of grid element is at least the twice of longitudinal beam width or three times.In this case, might work with longitudinal compensation grid element and/or combined compensation grid element, these compensation grid elements will be described in detail below.Usually, also the spacing between the adjacent longitudinal beam might be brought up to five times that are at least the longitudinal beam width.Like this, just might make all available grid elements carry out additional combinations.
Particularly preferably be, already mentioned vertical composite grid element only has one or more crossbeam on one of two remote areas of longitudinal beam, according to the present invention, also can make these vertical composite grid elements with the standard grid element and laterally compensate the framework that grid element is positioned at the flat panel form system.Use this longitudinal compensation grid element, can also rise the flat panel form system, longitudinal compensation grid element wherein has independently, continuously adjustable size, and this size is not bound with any size of mesh opening on the direction of longitudinal beam.By in unique stub area of longitudinal beam, arranging crossbeam, the side that might promote the longitudinal compensation grid element breaks away from crossbeam, and with the standard grid element or laterally compensate counter being placed on its essential separately path of crossbeam between two adjacent longitudinal beams of grid element.Thisly push to push away far away, make the end of the longitudinal compensation grid element that broken away from crossbeam can lie in the standard grid element or laterally compensate on the crossbeam of grid element.It is far away that the longitudinal compensation grid element can push away in maximum, joins until its crossbeam and standard grid element or the crossbeam that laterally compensates grid element.In order on the direction of longitudinal beam, to set up independent separately size, can between these two extreme positions, select any desirable insertion position with a kind of stepless mode.
When the horizontal compensation grid element of standard grid element and/or its adjacency is already installed, the longitudinal compensation grid element can be inserted.In connection, might the crossbeam of longitudinal compensation grid element is outwards arranged with respect to whole templates, and the longitudinal beam of longitudinal compensation grid element be towards inside by already installed flat panel form.Yet, as selection, also might be by breaking away from the end of crossbeam, the longitudinal compensation grid element is shifted onto the front end in the crossbeam of other grid elements from the downside of another grid element, make that the longitudinal beam of longitudinal compensation grid element is outwards outstanding at installed position, exceed other grid elements.
Particularly preferably be, according to the present invention, also the composite grid element to be made and in the framework of flat panel form system, to use, this invention has one or more crossbeam, these crossbeams only a zone in two mutual remote areas of longitudinal beam with respect to the inside offset alignment of longitudinal compensation grid element.Therefore, use such combined compensation grid element that horizontal compensation and longitudinal compensation can be provided simultaneously.This will be in the description of drawings illustrated.
According to the present invention, if except the standard grid element, also use laterally compensation grid element, longitudinal compensation grid element and combined compensation grid element, on the special mounting position, can there be this series grid element, also has the longitudinal beam of combined compensation grid element can lie between two adjacent longitudinal beams of standard grid element at the longitudinal beam of horizontal compensation grid element on this position, the longitudinal beam of longitudinal compensation grid element.Like this, the distance between the adjacent longitudinal beam of standard grid element must be at least three times of longitudinal beam width.
Preferred situation is that the adjacent longitudinal beam of all grid elements separates each other with a kind of identical method, and/or the longitudinal beam of all grid elements all has identical length each other.
Another advantage is exactly that large-scale stud between the stub area in two adjacent longitudinal beams can be fixed on this place.Like this, large-scale formwork element just can be installed on these large-scale studs, and these large-scale studs extend on the direction perpendicular to actual clamping plate, have limited then to be used for applying concrete reception area on clamping plate.When the fringe area of mounted flat panel form, when particularly the peripheral edge district was almost completely formed by longitudinal beam, wherein longitudinal beam extended perpendicular to fringe area separately, just such large-scale stud can be installed very simply.Like this, large-scale stud just can be installed in any ideal position between the adjacent longitudinal beam.
Particularly preferably be, laterally the longitudinal beam of compensation grid element should be longer than the distance between two crossbeams of standard grid element at least one, simultaneously, the size that laterally compensates the residue longitudinal beam of grid element separately is less than the distance between two crossbeams of standard grid element.By this design of horizontal compensation grid element, can make horizontal compensation grid element needn't pass completely through the standard grid element aloft when mounted.It is possible will laterally compensating the grid element location, this position in fact with the crossbeam of standard grid element on long longitudinal beam vertical arrangement, make and on continuous vertical position, upwards to carry out pivoted subsequently, position by the other end of long longitudinal beam on other crossbeams of standard grid element then, thereby will laterally compensate grid element and the standard grid element couples together in a kind of mode of vertical hanging.Then, can pivot the position of level substantially with laterally compensating grid element.In the pivot process of appointment in the end, assembler's aerial work once more of having at last, the most of weight that laterally compensates grid element then will be removed by the crossbeam of standard grid element, so the mounter will obtain the operating effect quite simplified.9-12 will introduce the principle of aforesaid operations in more detail with reference to the accompanying drawings.
In the preferred embodiment of the last appointment of the present invention, if an independent longitudinal beam of the horizontal compensation grid element that fully outwards keeps flat is longer, then more favourable than the remaining longitudinal beam that laterally compensates grid element separately.By this method, can only make horizontal compensation grid element be increased to longer longitudinal beam and penetrate the alap height of standard grid element.
Laterally the longer longitudinal beam of compensation grid element can exceed the end of the shorter longitudinal beam of the horizontal compensation grid element separately that is adjacent, and is outstanding in two end region.Therefore, can guarantee that the remaining shorter longitudinal beam that laterally compensates grid element does not conflict with the crossbeam of standard grid element when laterally the compensation grid element is in its horizontal level pivoted.
Laterally the outside spacing away from each other with two transverse beams of standard grid element is suitable substantially for vertical degree of the longer longitudinal beam of compensation grid element.The longer longitudinal beam that can make horizontal compensation grid element in this way can not be given prominence to and the longitudinal beam of the standard grid element that penetrates when surpassing assembling.
Longer longitudinal beam preferably has small cross section, particularly aspect ratio, and laterally to compensate the residue longitudinal beam of grid element low, and this cross section is preferably rectangular.Particularly advantageous is that the Diagonal Dimension of longer longitudinal beam is lower than remaining vertical depth of beam.Therefore, when clamping plate lie on the standard grid element, just connected horizontal compensation grid element, so can install and remove to horizontal compensation grid element by the standard grid element.Then because the above-mentioned size of above-mentioned longer longitudinal beam, when laterally compensating the grid element pivoted, longer longitudinal beam just not with the downside adjacency of these clamping plate.
By already installed flat panel form, the crossbeam of all grid elements that exist in each self-structure preferably is arranged in below the longitudinal beam.Therefore, make the upside of longitudinal beam can both form smooth contact surface to clamping plate, this contact surface not by upwardly extending crossbeam with interruption such as any groove, recess.Therefore, according to the present invention, owing to only have the upside of longitudinal beam to form the contact surface of clamping plate, so clamping plate can not take place directly to contact with crossbeam.
In addition, by below longitudinal beam, arranging crossbeam, might make the longitudinal beam of compensation grid element can be placed on the crossbeam of standard grid element, so these crossbeams have supported the compensation grid element from below.
Other preferred embodiments of the present invention will be introduced in appending claims
Description of drawings
Below with reference to embodiment and accompanying drawing, introduce the present invention in further detail.
Fig. 1 is the 3-D view of standard grid element;
Fig. 2 is the 3-D view that laterally compensates grid element;
Fig. 3 is the 3-D view of longitudinal compensation grid element;
Fig. 4 a-c has schematically introduced the step of the method for the horizontal compensation of assembling grid element on the standard grid element;
Fig. 5 is the plan view according to the top board flat panel form system that has been fully assembled of the present invention;
Fig. 6 a is before assembling finishes and the 3-D view of the standard grid element of longitudinal compensation element binding;
Fig. 6 b is for after assembling end, according to the view of Fig. 6 a;
Fig. 7 is the 3-D view of combined compensation grid element;
Fig. 8 is four and differs from one another and the plan view of grid element connected to one another;
Fig. 9 is according to the preferred embodiment in first installation step, the 3-D view of the horizontal compensation grid element that be connected with the standard grid element;
Figure 10 is the view according to second installation step among Fig. 9;
Figure 11 is the view according to the 3rd installation step among Fig. 9;
Figure 12 is six standard grid elements and three disposition-plans that laterally compensate grid element, and these grid elements are connected to each other according to Fig. 9-11
The specific embodiment
Fig. 1 has shown standard grid element 2, and this standard grid element 2 comprises six longitudinal beams 4 and two crossbeams 5 altogether, and wherein these longitudinal beams 4 extend parallel to each other, and separate each other.Two crossbeams 5 extend perpendicular to longitudinal beam 4, and its crossbeam 5 separately all is fixed in two stub areas away from each other of longitudinal beam 4.
Fig. 2 has shown horizontal compensation grid element 6, and this laterally compensates grid element 6 and comprises six longitudinal beams 8 and two crossbeams 10 equally, and wherein these longitudinal beams 8 extend parallel to each other, and separate each other, and two crossbeams 10 extend perpendicular to them.Yet according to Fig. 1, these longitudinal beams 10 that laterally compensate grid element are compared inside offset alignment with standard grid element 2, so they finally can not lie in the end face stub area of longitudinal beam 8.The side-play amount of the appointment of crossbeam 10 is much larger than the width of the crossbeam 5 of standard grid element 2; Side-play amount preferably is approximately three times of specified width, which width (for example about 13cm).
According to the arrangement of Fig. 2, as selection, also might only provide a single crossbeam, this crossbeam is equally with the inside offset alignment of the mode of appointment.Independent like this crossbeam can be installed in the central authorities on the crossbeam 8.
Fig. 3 has shown longitudinal compensation grid element 12, and this longitudinal compensation grid element 12 comprises six longitudinal beams 14 and two crossbeams 16 successively, and wherein these longitudinal beams 14 extend parallel to each other, and separate each other, and two crossbeams extend along the direction perpendicular to them.Yet in this case, crossbeam 16 all is arranged in the same end face stub area of longitudinal beam 14, and this makes the arrangement end face stub area on opposite of longitudinal beam 14 in the outside of crossbeam.Can use unique such crossbeam 16, rather than two crossbeams 16 of Fig. 3 demonstration; Yet the embodiment with two crossbeams 16 is favourable with respect to longitudinal compensation grid element 12.
The mutual spacing of adjacent longitudinal beam 4,8,14 is identical with the spacing size of all grid elements 2,6,12.All longitudinal beams 4,8,14 of all grid elements 2,6,12 equally also have equal length.This makes each surface of same size to be covered by whole longitudinal beams 4,8,14 of grid element 2,6,12.Therefore, finally all grid elements 2,6,12 all have same size.
Under confined state, the upside of the longitudinal beam 4,8,14 of grid element 2,6,12 has formed the contact surface of clamping plate, these will be used on the contact surface that comprises such as the wooden cover plate at last, and this wooden cover plate is connected to the upside of longitudinal beam 4,8,14 in a kind of suitable mode.
In all grid elements 2,6,12, when flat panel form was in confined state, crossbeam 5,10,16 was positioned at below separately the longitudinal beam 4,8,14 fully, this means that longitudinal beam 4,8,14 extends with the plane different with crossbeam 5,10,16, yet these two planes are located adjacent one another.
According to Fig. 4 a, if laterally compensating grid element 6 should be connected with already installed standard grid element 2, the longitudinal beam 8 of the horizontal compensation grid element 6 of ideal quantity passes between the adjacent separately longitudinal beam 4 of standard grid element 2 separately, is positioned on the crossbeam 5 of standard grid element 2 until the end that passes in the longitudinal beam 8 of horizontal compensation grid element 6.This position is shown in Fig. 4 a.From this position, horizontal compensation grid element 6 pivoted that just makes progress on around the direction of arrow of axle, this extension in the zone of crossbeam 5 is positioned at the plane identical with the longitudinal beam 4 of standard grid element 2 until the longitudinal beam 8 of horizontal compensation grid element 6.This position is shown in Fig. 4 b.According to Fig. 4 b, the longitudinal beam 4,8 that can obviously find out two grid elements 2,6 does not collide each other in assembling period; More possible situation is exactly the outstanding end of crossing the longitudinal beam 4 of standard grid element 2 of end that laterally compensates the longitudinal beam 8 of grid element 6.
From this position shown in Fig. 4 b, according to Fig. 4 b, laterally compensate grid element 6 with a kind of linear mode at direction of arrow superior displacement, come together each other shown in Fig. 4 c until the end face of the longitudinal beam 4,8 of two grid elements 2,6.Because crossbeam 10 is an offset alignment laterally compensating on the grid element 6, therefore according to Fig. 4 introduction, the crossbeam 5,10 of two grid elements 2,6 need not conflict each other, just can penetrate standard grid element 2 to horizontal compensation grid element 6.
Fig. 5 has shown the plan view according to the flat panel form system that has been fully assembled of the present invention, and two dissimilar grid elements with two kinds of different sizes have been used in this invention.Grid element 2,6,12 and 2 ', 6 ' the different size longitudinal beam by above-mentioned grid element has the length that differs from one another to be realized.Especially, the length of grid element 2 ', 6 ' longitudinal beam approximates half of length of the longitudinal beam of grid element 2,6,12.The spacing of adjacent longitudinal beam is all the same with all grid elements 2,6,12,2 ', 6 '.Each grid element in all grid elements 2,6,12,2 ', 6 ' all has six longitudinal beams, and this makes all grid elements 2,6,12,2 ', 6 ' all have identical width.
In connection with wall 18, this wall 18 comprises seven parts altogether according to the flat panel form of Fig. 5, wherein each part arrangement that all meets at right angles each other.In addition, the flat panel form system of demonstration is also in connection with two free-standing pillars 20,20 ', and these two free-standing pillars 20,20 ' all separate arrangement with wall 18.
For the structure of flat panel form system is described more simply according to Fig. 5, represent the fringe area of the mutual vicinity of flat panel form system with continuous letter, these letters are with reference below.
According to Fig. 5, the pedestal of flat panel form system is to be formed by 16 standard grid elements 2 adjacent to each other altogether, and these standard grid elements 2 are to arrange by 4 * 4 matrix, thereby have covered the most surfaces of the flat panel form system among Fig. 5.Wherein five standard grid elements 2 have formed marginal portion A and B.
In C zone, marginal portion, two laterally compensation grid elements 6 are housed, these two horizontal compensation grid elements 6 adjoin each other in the longitudinal beam direction, and each laterally compensates grid element 6 and all matches with standard grid element 2, laterally compensates grid element 6 and penetrates in the standard grid element 2 according to Fig. 4.Two longitudinal beams can laterally compensate grid element 6 with respect to two and lie between the adjacent longitudinal beam of its standard grid element 2 separately,
Marginal portion D and F are formed by longitudinal compensation grid element 12, and this compensation grid element 12 is inserted in the horizontal compensation grid element 6, and the free end of the longitudinal beam of longitudinal compensation grid element 12 is supported on the crossbeam of horizontal compensation grid element 6.Three longitudinal beams of longitudinal compensation grid element 12 lie between two adjacent longitudinal beams of horizontal compensation grid element 6, three other longitudinal beams of longitudinal compensation grid element 12 then lie between the longitudinal beam of the longitudinal beam of horizontal compensation grid element 6 and standard grid element 2, and wherein standard grid element 2 matches with the horizontal compensation grid element 6 of the longitudinal beam of longitudinal compensation grid element 12 in its crossbeam upper support.
Marginal portion G is formed by another longitudinal compensation grid element 12, two longitudinal beams of these longitudinal compensation grid element 12 usefulness are pushed in the longitudinal compensation grid element 12 of marginal portion D, in the crossbeam part contact each other of two the longitudinal compensation grid elements 12 in marginal portion D place.The free end that has formed the longitudinal compensation grid element 12 of marginal portion G is supported on the crossbeam of standard grid element 2, and standard grid element 2 wherein matches with the horizontal compensation grid element 6 that forms the part edge portion C.
Marginal portion H is formed by two other longitudinal compensation grid elements 12, these two longitudinal compensation grid elements 12 are pushed in two standard grid elements 2 adjacent one another are in a lateral direction, and the overwhelming majority of the longitudinal beam of the longitudinal compensation grid element 12 of appointment is all between two crossbeams of the standard grid element 2 of the longitudinal compensation grid element 12 that has inserted appointment.
Another longitudinal compensation grid element 12 has formed relatively short marginal portion I, and another longitudinal compensation grid element 12 has formed marginal portion K.When the longitudinal compensation grid element 12 that has formed marginal portion H, I, K is assembled, must carry out so successively: at first assembling has formed the longitudinal compensation grid element 12 of marginal portion K, be the longitudinal compensation grid element 12 that has formed marginal portion I then, two longitudinal compensation grid elements 12 that will form marginal portion H at last are inserted in the grid element 2 that has assembled separately.
Marginal portion A～the K that has illustrated before all is formed by grid element 2,6,12, and these grid elements 2,6,12 belong to first type grid element.Marginal portion L～the Q that is formed by grid element 2 ', 6 ' that next will introduce on the contrary, then belongs to second type grid element.Except the length difference of separately longitudinal beam, second type grid element is similar to first type grid element.The length of the longitudinal beam of first type grid element 2,6,12 is about the twice of length of second type grid element 2 ', 6 ' longitudinal beam.
In the grid element 2 ' that has formed marginal portion L-P, 6 ', longitudinal beam and the longitudinal beam vertical extent that has formed those grid elements 2,6,12 of marginal portion A～K.Yet, grid element 2 ', 6 ' directly with grid element 2,12 adjacency, so very close to each other between the grid element 2 ', 6 ' of 2,12 and second types of first type grid elements.
Marginal portion M is formed by two standard grid elements 2 ', and in a kind of mode of having introduced its horizontal compensation grid element 6 ' is separately passed each standard grid element 2 '.The horizontal compensation grid element 6 ' that has formed marginal portion L is passed corresponding standard grid element 2 ', make that laterally three longitudinal beams of compensation grid element 6 ' can lie between the longitudinal beam separately of standard grid element 2 '.Relatively short marginal portion N is adjacent with the pillar 20 ' of indicative icon, compare with it, the horizontal compensation grid element 6 ' that has formed marginal portion N is arranged, made its five longitudinal beams all be positioned between the longitudinal beam separately of standard grid element 2 '.
In flat panel form shown in Figure 5, because the spacing between two adjacent longitudinal beams of grid element is roughly three times of width of longitudinal beam, so the horizontal compensation grid element that passes the standard grid element is on the bearing of trend perpendicular to its longitudinal beam, maximum can move in the double-wide of longitudinal beam width, thereby can reach the fine setting of horizontal compensation.Therefore, can from Fig. 5, see, the longitudinal beam that has formed the horizontal compensation grid element 6 ' of marginal portion N probably is in the center of standard grid element 2 ' separately, and the longitudinal beam that has formed the horizontal compensation grid element 6 ' of marginal portion L contacts with the longitudinal beam separately of the standard grid element 2 ' that links to each other.
Marginal portion P is formed by five directly contiguous mutually standard grid elements 2 ', and wherein the crossbeam of standard grid element 2 ' is directly adjoining each other in the end.And the horizontal compensation grid element 6 ' that has formed marginal portion O passes conversely and comes the standard grid element 2 ' of close pillar 20 '.
The marginal portion Q adjacent with another pillar 20 be by second type another laterally compensation grid element 6 ' form, this laterally compensates the standard grid element 2 that grid element 6 ' passes first type.This has shown that second type horizontal compensation grid element can also be incorporated in first type the standard grid element.
Fig. 6 a, b have shown already installed standard grid element 2, this standard grid element 2 has longitudinal beam 4 and crossbeam 5, according to Fig. 6 a, longitudinal compensation grid element 12 under pass this standard grid element 2, make the free end of longitudinal beam 14 of longitudinal compensation grid element 12 at first insert between the longitudinal beam 4 of standard grid element 2, on the crossbeam 5 of standard grid element 2, promote then, last pivoted, so according to Fig. 6 b, the longitudinal beam 14 outstanding longitudinal beams 4 of crossing standard grid element 2 of last longitudinal compensation grid element 12.According to Fig. 6 b, on the position that is fully assembled, the upside of the crossbeam 16 of longitudinal compensation grid element 12 contacts with the downside of the longitudinal beam 4 of standard grid element 2.Can guarantee in this way, when the outstanding longitudinal beam 14 that surpasses the longitudinal compensation grid element 12 of longitudinal beam 4 is exerted pressure, the same inclination can not take place.
Fig. 7 has shown combined compensation grid element 22, and the design of this combined compensation grid element 22 corresponds essentially to the longitudinal compensation grid element 12 among Fig. 3.Unique difference is the crossbeam 26 of combined compensation grid element with respect to longitudinal compensation grid element 12 inside offset alignment, and this side-play amount can conform to the inside biasing size of the crossbeam 10 of horizontal compensation grid element 6 simultaneously.As selection, combined compensation grid element 22 can also be only and crossbeam 26 fits.
Fig. 8 has shown that the combined compensation grid element 22 that can use among Fig. 7 realizes the longitudinal compensation and the horizontal mode of compensation simultaneously.
According to Fig. 8, the longitudinal beam of longitudinal compensation grid element 12 is inserted in the standard grid element 2, in the long zone of the longitudinal beam of the longitudinal compensation grid element 12 at standard grid element 2 places between the longitudinal beam of standard grid element 2.In addition, laterally compensate grid element 6 and pass standard grid element 2, make two longitudinal beams that laterally compensate grid element 6 be positioned at the center of the longitudinal beam of standard grid element 2 substantially.Therefore, by longitudinal compensation grid element 12, make and realize individual size on the longitudinal beam direction of standard grid element 2, and perpendicular individual size realizes by horizontal compensation grid element 6.
For the net region that is substantially rectangle with independent length and width is provided, also must insert combined compensation grid element 22 among Fig. 8 in the arrangement of by the agency of.At first will be from the following free end that moves the longitudinal beam of this combined compensation grid element 22 between the longitudinal beam of longitudinal compensation grid element 12, on the crossbeam separately of standard grid element 2 and horizontal compensation grid element 6, promote them then, can enter the plane that is arranged with the grid element 2,6,12 that has assembled until combined compensation grid element 22 and carry out pivoted.After this pivot rotation, the crossbeam of combined compensation grid element 22 contacts with the header portion of longitudinal compensation grid element 12.Because the crossbeam of combined compensation grid element 22 is with respect to the inside offset alignment of the crossbeam of longitudinal compensation grid element 12, longitudinal compensation grid element 12 and combined compensation grid element 22 relative to each other can be positioned, make their longitudinal beam come together to conform to each other.
Fig. 9 has shown standard grid element 2 with 3-D view, has supported this standard grid element 2 at the plumb post 28 of four corner regions by separately at downside.Therefore, the standard grid element 2 according to Fig. 9 just is on the horizontal direction.
In addition, Fig. 9 has shown a kind of preferred laterally compensation grid element 30, and this laterally compensates grid element 30 and comprises six short longitudinal beams 32, long longitudinal beam 34 and two crossbeams 10 from following support longitudinal beam 32,34.Crossbeam 10 extends perpendicular to longitudinal beam 32,34, and with respect to the inside slightly offset alignment of the end face of short longitudinal beam 32.The distance between right inboard each other of the crossbeam 5 of the grid element under gauge 2 of short longitudinal beam 32.Long longitudinal beam 34 has the longitudinal beam 4 about identical length with standard grid element 2.
On the basis of above-mentioned arrangement and size, laterally compensate grid element 30 by the vertical arrangement of cardinal principle shown in Figure 9, an end of longer longitudinal beam 34 might be positioned on the crossbeam 5 of standard grid element 2.Subsequently by vertical substantially arrangement, horizontal compensation grid element 30 pivoted that can make progress, shift position on the longitudinal direction of longer longitudinal beam 34 then can lie in the top of the crossbeam 5 of the standard grid element 2 shown in Fig. 10 until another end of this longitudinal beam 34.In this position, the longitudinal beam 34 that laterally compensates grid element 30 hangs substantially vertically downward at standard grid element 2 places.
From the position of Figure 10, laterally compensating grid element 30 can be shown in the arrow among Figure 11, around the longitudinal axis of longitudinal beam 34 pivoted that makes progress.On the direction of arrow of Figure 11, laterally compensation grid element 30 is when continuing upwards to carry out pivoted, laterally the upside of the crossbeam 10 of compensation grid element 2 makes standard grid element 2 and horizontal compensation grid element 30 be in the arrangement position of the cardinal principle level of common plane in connection with the downside of the longitudinal beam 4 of standard grid element 2.
According to three laterally compensation grid elements 30 combine with three standard grid elements 2, last appointed positions as shown in Figure 12, and according to the method step of introduction in Fig. 9-11, effect has been played in this combination.
Be easy to see that for assembler's operation, the cohesive process of Jie Shaoing is much simpler than all longitudinal beams 8 that will overhead pass horizontal compensation grid element 6 among Fig. 2 simultaneously at last.
Reference numerals list:
2 standard grid elements
2 ' standard grid element
The longitudinal beam of 4 standard grid elements
The crossbeam of 5 standard grid elements
6 laterally compensate grid element
6 ' laterally compensates grid element
8 laterally compensate the longitudinal beam of grid element
10 laterally compensate the crossbeam of grid element
12 longitudinal compensation grid elements
The longitudinal beam of 14 longitudinal compensation grid elements
The crossbeam of 16 longitudinal compensation grid elements
18 walls
20 pillars
20 ' pillar
22 combined compensation grid elements
The longitudinal beam of 24 combined compensation grid elements
The crossbeam of 26 combined compensation grid elements
28 plumb posts
30 laterally compensate grid element
32 short longitudinal beams
34 long longitudinal beams
Claims (18)
1. flat panel form system, described flat panel form system comprises a plurality of grid elements (2,2 ', 6,6 ', 12,22,30), each described grid element all is by a plurality of longitudinal beams (4,8,14,24,32,34) and at least one crossbeam (5,10,16,26) form, the extension that is parallel to each other of described longitudinal beam, and described crossbeam can be installed or be placed on the plumb post (28), and along described longitudinal beam (4,8,14,24,32,34) horizontal expansion, it is characterized in that described grid element (2,2 ', 6,6 ', 12,22,30) longitudinal beam and crossbeam (4,8,14,24,32,34; 5,10,16,26) be rigidly connected to each other, and standard grid element (2,2 ') has two crossbeams (5), described two crossbeams be installed in longitudinal beam (4) mutually away from stub area in, have one or two crossbeams (10) and laterally compensate grid element (6,6 ', 30), these crossbeams are compared inside offset alignment with described standard grid element (2,2 ').
2. flat panel form according to claim 1 system, it is characterized in that, for already installed flat panel form system, the longitudinal beam (8,32,34) of described horizontal compensation grid element (6,6 ', 30) can lie between two adjacent longitudinal beams (4) of described standard grid element (2,2 ').
3. according to the described flat panel form of any one claim system in the aforementioned claim, it is characterized in that the longitudinal beam (4) of described standard grid element (2,2 ') has and laterally compensates the identical length of grid element (6,6 ', 34).
4. according to the described flat panel form of any one claim system in the aforementioned claim, it is characterized in that, the spacing of the adjacent longitudinal beam (4,8,14,24,32,34) of described grid element (2,2 ', 6,6 ', 12,22,30) is at most 20cm, and preferred minimum be three times of width of longitudinal beam (4,8,14,24,32,34).
5. according to the described flat panel form of any one claim system in the aforementioned claim, it is characterized in that, described longitudinal compensation grid element (12) only two of longitudinal beam (14) mutually away from one of stub area on have one or more crossbeam (16).
6. according to the described flat panel form of any one claim system in the aforementioned claim, it is characterized in that, for already installed flat panel form system, the longitudinal beam (8,32,34) of described horizontal compensation grid element (6,6 ', 30) and the longitudinal beam (14) of longitudinal compensation grid element (12) can lie between two adjacent longitudinal beams (4) of described standard grid element (2,2 ').
7. according to the described flat panel form of any one claim system in the aforementioned claim, it is characterized in that for already installed flat panel form system, the crossbeam (16) of described longitudinal compensation grid element (12) can inwardly or outwards be arranged.
8. according to the described flat panel form of any one claim system in the aforementioned claim, it is characterized in that, composite grid element (22) only two of longitudinal beam (24) mutually away from one of stub area on have one or more crossbeam (26), described crossbeam is compared inside offset alignment with described longitudinal compensation grid element (12).
9. according to the described flat panel form of any one claim system in the aforementioned claim, it is characterized in that, for already installed flat panel form system, the longitudinal beam (24) of the longitudinal beam (8,32,34) of described horizontal compensation grid element (6,6 ', 30), the longitudinal beam (14) of described longitudinal compensation grid element (12) and described combined compensation grid element (22) can lie between two adjacent longitudinal beams (4) of described standard grid element (2,2 ').
10. according to the described flat panel form of any one claim system in the aforementioned claim, it is characterized in that the large-scale stud that is arranged between the stub area of two adjacent longitudinal beams (4,8,14,24,32,34) can be fixed on this place.
11. according to the described flat panel form of arbitrary claim system in the aforementioned claim, it is characterized in that, the fringe area of already installed flat panel form, particularly the peripheral edge district is formed by longitudinal beam (4,8,14,24,32,34), and these longitudinal beams edges are perpendicular to the direction extension of fringe area separately.
12. according to the described flat panel form of any one claim system in the aforementioned claim, it is characterized in that, the longitudinal beam (34) of at least one described horizontal compensation grid element (30) is made into to be longer than the spacing between two crossbeams (5) of described standard grid element (2), and the size that laterally compensates the residue longitudinal beam (32) of grid element (30) separately is less than the spacing between two crossbeams (5) of described standard grid element (2).
13. flat panel form according to claim 12 system, it is characterized in that unique longitudinal beam (34) of fully outwards arranging of described horizontal compensation grid element (30) will be made than the remaining longitudinal beam (32) that laterally compensates grid element (30) separately and will grow.
14. according to the described flat panel form of any one claim system in claim 12 or 13, it is characterized in that, the longer longitudinal beam (34) of described horizontal compensation grid element (30) separately is on the end of the longitudinal beam (32) of its contiguous horizontal compensation grid element (30) separately, and described longer longitudinal beam is outstanding at two stub area place.
15. according to the described flat panel form of any one claim system among the claim 12-14, it is characterized in that vertical span of the longer longitudinal beam (34) of described horizontal compensation grid element (30) the separately in fact spacing with the outside away from each other of two transverse beams (5) of described standard grid element (2) is suitable.
16. according to the described flat panel form of any one claim system among the claim 12-15, it is characterized in that described longer longitudinal beam (34) has small cross section, particularly have than the lower height of remaining longitudinal beam (32).
17., it is characterized in that described long longitudinal beam (34) has the square-section, particularly has the littler Diagonal Dimension of height than remaining longitudinal beam (32) according to the described flat panel form of any one claim system among the claim 12-16.
18. according to the described flat panel form of any one claim system in the aforementioned claim, it is characterized in that, for already installed flat panel form system, the crossbeam (5,10,16,26) of all grid elements that occur respectively (2,2 ', 6,6 ', 12,22) all is arranged in the below of longitudinal beam (4,8,14,24,32,34).
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE102005031153.9 | 2005-07-04 | ||
| DE200510031153 DE102005031153A1 (en) | 2005-07-04 | 2005-07-04 | Boarding for ceilings has rigidly interlinked grid elements made up of longitudinal and transverse spars each fitted on vertical supports |
| DE102006015054.6 | 2006-03-31 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101213345A true CN101213345A (en) | 2008-07-02 |
Family
ID=37563316
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA2006800244654A Pending CN101213345A (en) | 2005-07-04 | 2006-06-30 | Ceiling formwork system |
Country Status (3)
| Country | Link |
|---|---|
| CN (1) | CN101213345A (en) |
| DE (1) | DE102005031153A1 (en) |
| ZA (1) | ZA200710689B (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE202006003836U1 (en) | 2006-03-10 | 2006-06-14 | Peri Gmbh | Ceiling formwork system |
| DE102006057007B4 (en) * | 2006-12-02 | 2011-01-05 | Mayer Schaltechnik Gmbh | Shuttering element for creating concrete elements |
| DE202013104108U1 (en) | 2013-09-10 | 2013-09-19 | Doka Industrie Gmbh | Carrier unit in the field of construction |
| ITUB20155967A1 (en) * | 2015-11-27 | 2017-05-27 | Faresin Building S P A | PERFORMED STRUCTURE OF CASSERATION FOR THE EXECUTION OF HORIZONTAL JETS FOR THE CONSTRUCTION OF FLOORS |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE928912C (en) * | 1952-11-29 | 1955-06-13 | Willy Bergmann | Formwork for the production of ceilings, walls or the like made of concrete |
| SE406105B (en) * | 1978-03-02 | 1979-01-22 | Dahlstrom C I S | VALVE TABLE WITH ADJUSTABLE WIDTH FOR CASTING CONCRETE BEAM COVER |
| DE10234445A1 (en) * | 2002-07-29 | 2004-02-12 | Peri Gmbh | Slab formwork element of a slab formwork system |
-
2005
- 2005-07-04 DE DE200510031153 patent/DE102005031153A1/en not_active Withdrawn
-
2006
- 2006-06-30 CN CNA2006800244654A patent/CN101213345A/en active Pending
-
2007
- 2007-12-07 ZA ZA200710689A patent/ZA200710689B/en unknown
Also Published As
| Publication number | Publication date |
|---|---|
| DE102005031153A1 (en) | 2007-01-18 |
| ZA200710689B (en) | 2008-11-26 |
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Application publication date: 20080702 |