CN108779612A - The method for manufacturing the mould bases of concrete structure, forming the form frame system of the mould bases and manufacturing concrete structure - Google Patents
The method for manufacturing the mould bases of concrete structure, forming the form frame system of the mould bases and manufacturing concrete structure Download PDFInfo
- Publication number
- CN108779612A CN108779612A CN201680076504.9A CN201680076504A CN108779612A CN 108779612 A CN108779612 A CN 108779612A CN 201680076504 A CN201680076504 A CN 201680076504A CN 108779612 A CN108779612 A CN 108779612A
- Authority
- CN
- China
- Prior art keywords
- mould bases
- column
- shape
- pouch portions
- filler
- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/01—Flat foundations
- E02D27/013—Shuttering specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/38—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/43—Floor structures of extraordinary design; Features relating to the elastic stability; Floor structures specially designed for resting on columns only, e.g. mushroom floors
-
- 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
- E04G9/00—Forming or shuttering elements for general use
- E04G9/08—Forming boards or similar elements, which are collapsible, foldable, or able to be rolled up
- E04G9/083—Forming boards or similar elements, which are collapsible, foldable, or able to be rolled up which are foldable
Abstract
For manufacturing concrete structure (2, 16) mould bases (1), it includes one or more folded portions (13), it is equipped with one or more hollow spaces (14), the hollow space (14) is being unfolded and is having the concrete structure (2 to be formed in extended configuration, 16) shape of the profile of each section, wherein the mould bases (1) can be placed in the initial state on bottom (9), in hollow space (14) wherein by concrete mud (15) being poured into or being pumped into mould bases (1), the mould bases (1) can change to extended configuration from original state, in order to form the structure (2 of concrete (15), 16) various pieces.
Description
Technical field
Present invention firstly relates to a kind of mould bases of manufacture concrete structure.
The invention further relates to a kind of methods of this concrete structure of manufacture.
The present invention is not limited thereto, and the present invention can have prodigious practical use, for manufacturing concrete foundation, rain
Water buffer pool, rainwater continuous filter, cellar, groove gap etc..
However, the present invention can be applied in the other field other than structure and building, for example, it is any for manufacturing
Support construction, such as column, wall, partition wall, floor, arch bridge and vault.
Background technology
Naturally, the mould bases of many types for manufacturing concrete structure and method are known, but they exist
Many disadvantages.
In traditional mould bases, mold is by needing to be anchored in surrounding structure or need through supports such as beam, pillars
Plate be made.
In referred to as modular mould bases, using being connected to each other and support standard die set element on building sites.
Many other technologies are also known, but they are required for making mould bases relative to existing surface or structure
The structure built up carries out anchoring or support to a certain degree.
The principal disadvantage of these known mould bases and method for manufacturing concrete structure is to keep mould bases in place and incite somebody to action
It, which is supported, needs a large amount of operation, to need a large amount of operating time, and worker is needed to grasp enough knowledge.
It is all of the above these be also unfavorable for the cost price of work.
Aforementioned known mould bases and method another disadvantage is that they need the lot of materials, these most of materials to be typically
It cannot reuse.
It is such to leave a large amount of wastes the result is that after concrete setting, consume a large amount of materials of such as timber etc
Material.
It is not only unfavorable to environment in this way, but also again increase the cost of these technologies.
The further drawback of these known mould bases and method be mould bases and its support it is used material it is very heavy, therefore usually
It needs worker to pay big manual labor and/or uses the big machine of such as dumper, crane, fork truck etc and various each
Transport and positioning of other hoisting devices of sample for component needed for mould bases.
Another disadvantage of known mould bases and method for manufacturing concrete structure is that it is difficult in absorptive substrate
Alignment error in any inhomogeneities or existing structure leads to preparation and essence that high precision is needed during implementation
Degree, for example, foundation pit excavation, and/or the positioning of mould bases and support is caused to be various time-consuming customization work.
Invention content
It is also an object of the invention that overcome one or more aforesaid drawbacks, it is also possible to other shortcomings.
Particularly, the object of the present invention is to provide a kind of mould bases and methods, can be with very fast using the mould bases and method
Fast and effective mode manufactures concrete structure, thereby produced during the number of steps of amount be restricted to it is minimum.
Another object of the present invention be obtain it is a kind of for manufacturing the mould bases of concrete structure, use with little need for
Skill.
Another object of the present invention is to obtain a kind of voluntarily upright and self-supporting mould bases, can be formed using the mould bases
Concrete structure, such as general water continuous filter or cellar, wherein mould bases is relative to substrate or existing structure during operation
It anchors and supports unnecessary or almost unnecessary provide any additional element.
Another object of the present invention is to obtain mould bases that is a kind of very light and being easily placed on substrate.
Additionally it is an object of the present invention to provide a kind of mould bases, it can be in automatic absorption adjacent structure using the mould bases
Inhomogeneities, obliquity and/or inexactness.
For this purpose, the present invention relates to a kind of for manufacturing the mould bases of a structure, by fabric, diaphragm, raising object shape
One or more flexible folding parts are constituted, and thereby the mould bases can fold and wherein be applied with filler equipped with one or more
Hollow space and/or pouch portions, be unfolded and extended configuration in, the mould bases have the structure to be formed each section
Profile, thereby the mould bases can be placed on bottom in the initial state, the original state be mould bases folded state or
It is not the state being fully deployed, therefore, in the hollow space and/or pouch portions by filler being poured into or being pumped into mould bases,
Mould bases is set gradually to change to extended configuration from original state in order to form the corresponding portion of the structure.
The principal advantage of mould bases according to the present invention is that it is mainly made of flexible foldable material, eliminate such as bar it
Any reinforcement of class or the other materials that may be also previously assembled in foldable mould bases.
Therefore, this mould bases according to the present invention is relatively light in weight compared to the weight of known mould bases, according to this
This mould bases of invention is easy, by whole Transporting to construction site, can thereby be installed on construction site without too many
Difficulty, and can be unfolded according to application.
Another advantage of this mould bases according to the present invention is can equally to place it in bottom in the initial state
On, thereby in addition to such as selling, in the specific position for mould bases to be maintained on bottom of nail, hook or the like and/or use
In flexible mould bases is maintained at be fully deployed or the partially unfolded state in smaller device except, in bottom or other weeks
It is not needed in the structure enclosed or with little need for any additional support or anchoring.
Therefore, mould bases according to the present invention is substantially self-sustaining formula and self-supporting.
It is also unnecessary to apply any heavy material because unnecessary erect complicated support construction, therefore in operating process
In save the plenty of time in this way.
Another advantage of mould bases according to the present invention is that, equipped with hollow space, these hollow spaces optionally form bag
Shape part is being unfolded in extended configuration, these hollow spaces take the profile for the concrete structure to be formed.
Pouch portions refer to the hollow space for having at least one opening end and a blind end so that are incited somebody to action when by open end
When concrete mud pours into or is pumped into pouch portions, concrete mud can stay in pouch portions.
In other cases, these hollow spaces, which can have, needs to be pierced to be inserted into the completely enclosed of concrete mud
Wall or hollow space can be equipped with the walls with one or more openings, thereby be not formed in will be mixed for the hollow space
Pouch portions under the meaning that concrete mud would generally pour off when solidifying soil mud is applied in hollow space, but thereby can be to prevent
Only concrete mud pour off (such as by applying one or more press devices in relevant one or more openings, such as
Pump etc.).
Under any circumstance, main advantages of the present invention are hollow space or pouch portions above-mentioned shape in the expanded state
At the profile of structure to be fabricated so that required shape can be obtained immediately.
Because the mould bases is made of part that is flexible and folding, do not have very not and considerably complicated shape
The flexible mould bases of structure can be designed and be manufactured in a relatively simple manner in advance, such as in workshop structure, thereby foldable
And part flexible with custom cut and can be connected to each other, etc..
Certainly, the design and manufacture tool in all modern times, such as custom design software, CAD-CAM systems can be used thus
System etc..
The purpose of mould bases according to the present invention is to be placed on bottom in the initial state.
The original state can be fold, the partially unfolded or state that is fully deployed, thereby, by that will fill
Object is poured into and/or is pumped into the cavity of the pouch portions of mould bases, if it is desired, and mould bases can be further spread out from original state,
It is placed into extended configuration, which is presented the shape of concrete structure to be fabricated, as the spring city filled with air
Fort is such.
Naturally, structure can be erect in a very effective manner and in time using this mould bases according to the present invention,
And utilize known equipment that will need a large amount of work and material.
Another advantage of mould bases according to the present invention is due to its flexible characteristic, can be easily on sorbent surface
Inhomogeneities, and it is that the special designing of mould bases can make certain parts of mould bases automatically vertical at least in certain limitations
Alignment, and it is unrelated with the gradient of bottom.
In a kind of feasible application, mould bases according to the present invention is used to manufacture concrete structure, but it is not excluded that by
Structure made of other materials.
In addition, filler can be only made of concrete mud, but filler equally can be by such as sand, Argex
Particle, air, PU foams, PS particles, water or combination thereof are constituted.
It can be completed in one or more steps using filler filling mould bases.
One preferred embodiment of mould bases according to the present invention, one or more hollow spaces of mould bases and/or bag-shaped
The shape with the column with structure to be fabricated in extended configuration is being unfolded in part.
This hollow space and/or pouch portions for being designed as the mould bases of the column of concrete structure to be formed for example may be used
It is folded completely when being placed it on bottom surface in mould bases original state or partially folded, thereby by pumping concrete mud
Enter in described hollow or pouch portions, mould bases can be gradually spread out, itself risen and stretched, in order to obtain the shape of column.
In general, in this kind of situation, concrete mud can be supplied below the height of afore-mentioned bottom.
In other situations, concrete mud can be inserted into the hollow space at square certain altitude on said bottom
And/or in pouch portions, the structure is holded up on said bottom, for example, by from dumper or truck mixer by coagulation
Native mud pours into opening and by gradually filling column from the bottom.
In this kind of situation, (it is designed as being used to form concrete knot for this hollow space and/or pouch portions of mould bases
The part of the column of structure) preferably in the initial state largely or be entirely expansion, such as by being hung
In the structure of surrounding or by means of other support facilities, thereby by being pumped into or pouring into concrete mud, relevant portion quilt
It further stretches in order to form column.
Obviously in both situations, mould bases according to the present invention provides many advantages compared to known mould bases, because
Seldom time is spent for its positioning and because does not need or only need the additional facilities of limited quantity.
In other preferred embodiments of mould bases according to the present invention, the mould bases is additionally or alternatively with similar
Mode include one or more hollow spaces or pouch portions, be unfolded and extended configuration in, the hollow space or bag-shaped
Part has the shape of the other elements of concrete structure to be fabricated, such as：
Adjacent column is formed in order to form the hollow space or pouch portions of the vertical wall of the structure；
In one or more flexible folding parts of fabric, diaphragm or raising object shape, in the unfolded state of mould bases
Form the flat of the concrete slab for manufacturing the structure of the mould bases；
It is used to form the cannulated part of the arcuate span of the structure to be fabricated；
The mould bases be unfolded and extended configuration in concrete structure base shape (such as stabilizer blade, substrate or
The shape of beam) hollow space or pouch portions.
Certainly, above-mentioned list is non-limiting, and can be presented in extended configuration for manufacturing concrete using having
The flexible mould bases according to the present invention of the part of the other shapes of structural detail, and still be within the scope of the present invention.
The invention further relates to a kind of form frame system being used to form mould bases according to the present invention as above explained, so as to
In can according to the pattern with re-solidified structure division repeatedly or with symmetrical structure part manufacture concrete structure.
Particularly, this form frame system according to the present invention includes one or more flexible and folding components of system as directed,
Thereby each components of system as directed of certain components of system as directed always has same shape corresponding with the specific structure part to be obtained,
Thereby different components of system as directed can be connected to each other according to the structural style to be obtained.
In this manner it is achieved that a kind of standardization, thereby merely with several components of system as directed by being connected according to different patterns
Very big structure may be implemented.
The column of rule is presented in one preferred embodiment of form frame system according to the present invention, the concrete structure to be manufactured
Pattern, these columns are connected with each other by coupling part, and a kind of flexible and folding components of system as directed above-mentioned corresponds to
Across the vertical section of the column and one or more associated coupling parts.
The embodiment of form frame system according to the present invention is for realizing water continuous filter, cistern, rainwater buffer system
Or cellar etc. is ideal, as that will be expanded on further.
The invention further relates to a kind of method for manufacturing a structure, the method includes：
Composition includes the mould bases of one or more flexible folding parts in fabric, diaphragm or raising object shape, thereby institute
It is folding and equipped with one or more hollow spaces and/or pouch portions, the hollow space and/or pocket to state mould bases
Filler can be set in point, be unfolded and extended configuration in, the hollow space and/or pouch portions, which have, to be formed
The profile of each section of the structure；
The mould bases is located on bottom in the initial state, the original state is that folded state or part are rolled over
Folded or completely folded state；
In the cavity for filler being poured into or being pumped into the pouch portions of the mould bases, thereby the mould bases is from original state
Extended configuration gradually is changed to, in order to form the relevant portion for the structure to be formed；And
Concrete mud is set to cure.
The advantages of this method is self-evident, and further details will be explained further by attached drawing.
Description of the drawings
In order to preferably explain the features of the present invention, describe with reference to the accompanying drawings according to the present invention for manufacturing concrete structure
Mould bases, the form frame system for forming the mould bases and the method for manufacturing concrete structure following preferred implementation sides
Formula, wherein：
Fig. 1 is the perspective according to the present invention for manufacturing the first embodiments possible of the mould bases of rainwater buffer system
Figure, wherein the part for pouring top plate is omitted；
Fig. 2 is the vertical view according to the arrow F2 in Fig. 1；
Fig. 3 and 4 illustrates in perspective view the mould that how flat can be arranged in a further step in Fig. 1 and 2
For use in pouring top plate on frame；
Fig. 5 schematically shows the side view of rainwater buffer system；
Fig. 6 is a replacement according to the present invention for manufacturing the mould bases for the column with regular pattern being connected with each other
The perspective view of property embodiment；
Fig. 7 and 8 respectively illustrates the Fig. 6 seen in a manner of perspective before and after pouring top plate on the top of column
Embodiment a modification；
Fig. 9 shows the another embodiment for the mould bases according to the present invention seen in a manner of perspective；
Figure 10 shows a modification of the embodiment of the mould bases of the Fig. 9 seen in a manner of perspective；
Figure 11 shows a kind of feasible method according to the present invention for manufacturing column seen in a manner of perspective；
Figure 12 to 14 schematically shows another method according to the present invention for manufacturing rainwater buffer pool；
Figure 15 show seen in a manner of perspective it is according to the present invention for according to square or rectangular patterns manufacture
Each components of system as directed of the form frame system of rainwater buffer pool；
How the multiple systems part that Figure 16 illustrates in perspective view type shown in Figure 15 can be connected to each other and connect
Other kinds of components of system as directed is connected in order to form rainwater buffer pool；
Figure 17 and 18 shows another embodiments possible of form frame system according to the present invention in a similar way；
Figure 19 schematically and illustrate in perspective view another form frame system according to the present invention components of system as directed type；
Figure 20 is illustrated in perspective view across the section of concrete structure, in order to show form frame system according to the present invention
Embodiment more true to nature a plurality of types of components of system as directed；
Figure 21 and 22 shows the purposes for the embodiment of 0 form frame system according to fig. 2 seen in a manner of perspective；
Figure 23 schematically shows the type of the components of system as directed of another form frame system according to the present invention as Figure 19,
It is specifically for realizing rainwater buffer pool according to hexagon pattern；
Figure 24 to 28 shows that the one kind for this form frame system according to the present invention seen in a manner of perspective is feasible
Embodiment more true to nature is designed for realizing concrete structure according to hexagon pattern；
Figure 29 schematically illustrates in perspective view form frame system according to the present invention, is used for according to triangular pattern reality
Existing rainwater buffer pool；
Figure 30 shows the mould bases according to the present invention seen in a manner of perspective, and arch can be obtained using the mould bases
Top；
Figure 31 and 32 is the mould bases of Figure 30 respectively respectively according to the front view and vertical view of arrow F31 and F32；
Figure 33 illustrates in perspective view the application model of the mould bases of Figure 30 to 32；
Figure 34 illustrates in perspective view the model of mould bases according to the present invention, and quite straight structure may be implemented using it；
Figure 35 is the perspective view of the application of the mould bases of Figure 34；
Figure 36 shows the top according to the present invention for manufacturing the mould bases of column seen in a manner of perspective；And
Figure 37 is the vertical view of according to fig. 36 arrow F37.
Specific implementation mode
The first embodiment that mould bases 1 according to the present invention is shown in Fig. 1 to Fig. 4, is designed as manufacturing rainwater
Buffer pool 2 or similar structure, such as groove gap etc..
The different elements for generally building this rainwater buffer pool 2 are schematically shown in Figure 5.
Therefore rainwater buffer pool 2 forms underground structure (such as below big parking lot etc.), and thereby top plate 3 is by propping up
Support structure 4 supports, and support construction 4 is stood in this kind of situation by the concrete being distributed on the surface of foundation pit 6 according to regular pattern
Column 5 and a pair of opposite side wall 7 are constituted, this defines each of side wall at the edge of foundation pit 6.
Column 5 is located on one or more stabilizer blades, or is located at the bottom being arranged on the bottom of foundation pit 69 as shown in Figure 5
On plate 8.
Reinforcer 10 is usually further provided in top plate 3, the clamping mould bases or outstanding on top that top plate 3 passes through column 5
Mould bases 11 is hung to pour.
This rainwater buffer pool 2 is important, because can will be fallen in example in rainy weather, such as by drainage pipeline
If a large amount of rainwater on parking lot are directed to the rainwater buffer pool 2 of underground, rainwater is temporarily stored in the space between column 5
In 12, in order to which then it is further discharged in river when they have enough capacity so that further rainwater to be discharged
And/or in other gutters.
According to known technology, when building this rainwater buffer pool 2, generally since excavating foundation pit 6, therefore in reality
Dredge operation start before, usually manufacture side wall 7 by multiple ground drillings adjacent to each other, filled in ground drilling
Concrete mud and there may be reinforcer to form side wall 7.
Then substrate 8 is cast on the bottom 9 of foundation pit 6.
After the solidification of substrate 8, mould bases is installed on the position for the column 5 to be poured and these columns are further set
5 reinforcer, this is usually required using many usually very heavy material and all types of support elements.
Finally, after column 5 is poured and is cured, mould bases is arranged in adjacent stud 5, and pours top plate 3.
Using known technology, subsequent mould bases generally has to be supported by many beams and pillar again.
Obviously this known method needs extensive work and material and needs many independent continuous steps, thereby every time
Have to wait for the concrete mud solidification so as to pour.
Using mould bases 1 according to the present invention, can use according to the method for the present invention, this method it is simply and fastly more and
Need less independent step.
The characteristics of this mould bases 1 according to the present invention is it by the one or more in fabric, diaphragm or raising object shape
Flexible folding part 13 is constituted, to obtain folding mould bases 1.
These folded portions 13 for example can be that there is the fibrous material of relatively high toughness to weave, the undulation degree
Material is such as glass fibre, jute, Kevlar, polypropylene, nylon etc., regardless of whether being equipped with for example by way of melting another
Kind flexible material matrix.
However, being not precluded according to the present invention folded portion 13 is manufactured without using knitting skill.
Therefore folding mould bases 1 is equipped with one or more hollow spaces and/or pouch portions 14, wherein can be arranged mixed
Solidifying soil mud.
In the state be unfolded and stretched, these hollow spaces and/or pouch portions 14 have the concrete knot to be obtained
The shape of the profile of each section of structure 16, i.e.,：It is the various pieces of rainwater buffer pool 2 in this kind of situation.
More specifically, the mould bases includes multiple hollow spaces 17, and in the state be unfolded and stretched, these hollow spaces
The shape of the profile of 17 columns 5 with concrete structure 16 to be formed.
These hollow spaces 17 slightly point cone, the section for the column 5 thereby to be obtained slightly become towards its top 18
It is narrow.
At their top 18, hollow space 17 and the change with cylindrical surface at least in expansion and extended configuration
19 unicom of narrow hollow space, after concrete mud 15 is poured and cured, hollow space 19 is used as each column 5
Anchor to the anchoring element of top plate 3.
In order to form the side wall 7 of concrete structure 16, mould bases 1 is additionally provided with multiple hollow spaces 20, these hollow spaces 20
It is thereby relevant hollow in the shape be unfolded with there is vertical, cylinder or the pillar for slightly putting cone in extended configuration
Part 20 is adjacent to each other in order to forming this upright side walls 7 of structure 16.
These hollow spaces 20 are being unfolded and are having profile that is cylindrical or slightly putting cone in extended configuration.
Folding mould bases 1 also includes multiple hollow spaces 21, these hollow spaces 21 are being unfolded and in extended configuration one
Play the shape of the base portion 22 with concrete structure 16.
Hollow space 17 is erected at according to regular pattern on the bottom 9 of foundation pit 6, in order to form the column of square pattern
5, there is fixed shared spacing T between two continuous columns 5.
In the example given, the hollow space 21 for forming base portion 22 connects two continuously at their bottom side 23 every time
Hollow space 17.
It is being unfolded in extended configuration, hollow space 21 has recessed gradient so that on each column 5, at its bottom
The stabilizer blade 24 widened is formed on side 23.
In the example given, between four columns 5 for being erected into square, by connecting 21 each shape of hollow space
At circular open 25.
On the position of the column 5 of adjacent sidewall 7, the hollow space 21 for base portion 22 connects corresponding hollow space 17
With 20.
Mould bases 1 is also further provided with part 26, these parts 26 connect the continuous hollow part 17 for column 5 every time
Top 18 and the connector 26 for being used to support top plate 3 to be formed.
These parts 26 can be it is hollow or can not be it is hollow and they also serve as pull element it is perpendicular to position
Straight shape simultaneously distributes them well.
Mould bases 1 according to the present invention shown in Fig. 1 and 2 has considerably complicated shape, the branch of this and rainwater buffer pool 2
The complicated shape of the profile of support structure 4 corresponds to.
Therefore, different hollow spaces 14 can be connected with each other, or can form individual compartment.
According to this kind of situation, therefore can be by filling entire mould bases 1 immediately with concrete mud 15 or by one
It connects a ground concrete mud 15 is poured into or is pumped into and form concrete structure 16 in individual compartment.
In addition, in the initial state, mould bases 1 can be placed on bottom 9, according to the present invention, this substantially not with Fig. 1 and 2
Shown in it is corresponding.
In the initial state, mould bases 1 can fold or not be unfolded partially or fully completely, such as applying
Add reinforcer.
Only by the hollow space and/or pouch portions 14 that concrete mud 15 are poured into or is pumped into mould bases 1, mould bases 1
Extended configuration is gradually changed to from original state, as shown in figs. 1 and 2, in order to after the solidification of concrete mud 15
The relevant portion for forming concrete structure 16, specifically in being the support construction 4 to form rainwater buffer pool 2 in this kind of situation.
It, can be in base in order to from initial folding or partially folded erection, in fact be to make its expansion by mould bases 1
At the height of the bottom 9 in hole 6 (such as be arranged in the opening for the hollow space 21 of base portion 22 or for column 5
Hollow space 17 bottom side 13 at) concrete mud 15 is pumped into hollow space 14.
The cone shape of hollow space 17 forms back pressure when they are filled, to obtain good full extension.
Target is that the additional of mould bases 1 is provided on the top of the support construction 4 of acquisition after the solidification of concrete mud 15
Part 27, more specifically on the part 17 for forming column 5, on the part 20 of the formation side wall 7 and part of formation connector
The extra section 27 is provided on 26.
The extra section 27 of mould bases 1 is just as the other parts of mould bases 1 by being in fabric, diaphragm or raising object shape
One or more flexible folding parts 13 formed.
In the embodiment that Fig. 1 to Fig. 4 is provided, which is individual part, in mould bases 1
Unfolded state in formed mould bases 1 flat 27.
It, will be in the formation structure 5 of mould bases 1 after the extra section 27 that this is flat is applied in support construction 4
Column 5 part 17 and 19 between extend, it may be said that form for realizing top plate 3 suspension or clamp mould bases 11.
This shows in figs. 3 and 4.
Reinforcer can be set before concrete mud 15 is poured on flat part 27 and can be had additional
It is tensioned facility, in order to form the top plate 3 of structure 4.
Obviously this foldable mould bases 1 according to the present invention is utilized, very effective side according to the present invention can be applied
Method only needs twice, and casting concrete mud 15 is to obtain structure 4, such as rainwater buffering during this twice
Pond 2.
Cause to save a large amount of required stand-by period in this way.
In addition, preparation Billy of the mould bases 1 in foundation pit 6 itself takes the less time with traditional mould bases 1.
Fig. 6 shows another reality of the mould bases 1 of the grid of the column 5 according to the present invention for realizing square pattern
Mode is applied, thereby continuous column 5 connects at their bottom side 23.
Mould bases 1 is made of the flexible folding part 13 for being respectively formed hollow space 14 again, more specifically by being used to form
At top 18 have narrow protrusion part column 5 hollow space 17 and 19 and for be connected to continuous column 5 it
Between hollow space 21 (hollow space 21 is not recessed but cylindrical here) composition.
Both it had been not provided with the hollow space 20 for being used to form side wall 7, had also been not provided with for the branch at the top of column 5 18
Support the hollow space 26 of connector.
Hollow space 17,19 and 20 can form one big cavity or its multiple compartment together.
Can erect support construction 4 using the mould bases 1, for by with above with reference to before embodiment description in a manner of
Identical mode pours top plate 3 within the minimum time.
After the solidification of concrete mud 15, can box-shaped mould bases be set on column 5 for pouring top plate 3, such as
It is arranged according to known technology or by the flat flexible portion 27 of application, the flat flexible portion 27 and Fig. 3 and 4
Shown in it is similar and additionally liner have boundary to prevent concrete mud 15 from pouring off.
Fig. 7 shows the modification of the mould bases 1 in Fig. 6, wherein mould bases 1 is this time additionally provided in fabric, diaphragm or raising object
Multiple flexible folding parts 27 of shape, they are the integral part of mould bases 1 and form mould bases 1 in the unfolded state of mould bases 1
Flat 27, which extends between the hollow space 17 and 19 of the column 5 of the formation structure 4 of mould bases 1, more
Specifically extend at the top of these columns 5 18.
Therefore, target is in first step according to the method for the present invention, during concrete mud 15 is pumped into or is poured into
In empty part 17,19 and 21, in order to form the support construction 4 being made of the grid for the column 5 being connected with each other, thereby filling
In the process, the hollow space 17,19 and 21 is holded up to come and tighten, flat 27 stretches thirty years of age between column 5 simultaneously
Column is being formed.
According to the present invention, before concrete mud 15 is provided, it is not excluded that be completely or partially unfolded entire mould bases 1 with
And more or less stretched it using additional facilities, such as providing reinforcer.
After the solidification of support construction 4, structure 16 can be formed by the way that concrete mud 15 to be poured on flat 27
Top plate 3, be shown in FIG. 8, although top plate 3 is protruded slightly above from the top of the flat 27 of mould bases 1.
Obviously, the embodiment of mould bases 1 according to the present invention makes such as rainwater buffer pool 2 or any other cellar
Construction be easier because while forming support construction, the flat mould bases for top plate 3 automatically and simultaneously is unfolded.
Fig. 9 shows the another embodiment according to the present invention for manufacturing the mould bases 1 of column 5.
The mould bases 1 includes pouch-shaped flexible portion 17, is being unfolded in extended configuration, the flexible portion 17 is using column 5
Shape and it is connected to hollow space 19, in order to form the protrusion part to narrow on the top of column 5 18.
The embodiment of mould bases 1 according to the present invention is particular in that it further includes three hollow folding soft
Property part 28, they it is adjacent to each other and be unfolded and extended configuration in column 5 at right angles, therefore be horizontal-extending.
Target is to fill these hollow spaces 28 being horizontally directed to first with the filler of such as mortar 29 or the like, with
Readily available stabilizing walls or sand buffer portion 30, and be also unfolded and erect simultaneously for the hollow space 17 of column 5 and 19.
Mortar 29 does not need hardening time, therefore concrete practices can be immediately begun to.
This mould bases 1 is for example very useful for irrigation canals and ditches shape continuous filter, and it is slow to generally have to the setting sand on both sides
Rush part 30.
Figure 10 shows a kind of modification, wherein folding mould bases 1 is this time equipped with multiple hollow spaces 17 being directed vertically to
With 19, they are continuously arranged along horizontal-extending hollow space 28, in order to form concrete side walls 7 or lean on stabilizing walls or
A string of columns 5 of sand buffer portion 30.
Certainly, the structure of Fig. 9 and Figure 10 can be combined with the structure of Fig. 6 to Fig. 8, thereby slow by using the sand
Rush part 30, it might even be possible to while top plate 3 and support construction 4 are poured, because in this kind of situation, top plate 3 can have been filled with
It is supported immediately on the sand buffer portion 30 for having mortar 29, without first curing concrete support structure 4.
Figure 11 show it is according to the present invention by mould bases 1 according to the present invention manufacture concrete structure 16 (more specifically
Be manufacture column 5) method.
Mould bases 1 is by one or more flexible folding parts in fabric, diaphragm or raising object shape in this kind of situation
31 are constituted, wherein folding mould bases 1 includes the pouch portions 32 for having closed bottom 33, and wherein it is possible to via opening
End 34 provides concrete mud 15.
In the expansion and extended configuration of mould bases 1, pouch portions 32 have the shape for the concrete column 5 to be manufactured, more
Specifically with pentagonal cross-section and with the column 5 for widening stabilizer blade 24 and top 18, each column is in frustum 35
Shape.
First by the way that mould bases 1 is placed on bottom 9 and is spread out and can be hung using additional facilities or
It supports to be at original state (being shown in the left half of Figure 11).
Can reinforcer be set in the cavity of pouch portions 32.
Then concrete mud 15 is poured into pouch portions 32 and (shown at the center of Figure 11) via open end 34.
Therefore pouch portions 32 are filled from bottom 9, to also be stretched, in order to which it takes required shape.
After the solidification of concrete mud 15, column 5 has been got ready, thereby can be further by folded portion 31 from concrete
Column 5 removes, such as by cutting away them.
This situation is shown in the right half of Figure 11.
In addition, according to the present invention, it is not excluded that each section of mould bases 1 is a part for the concrete structure 16 to be manufactured,
Such as in the case where losing mould bases.
Figure 12 to Figure 14, which is shown, according to the present invention to be manufactured continuous filter or rainwater by mould bases 1 according to the present invention and buffers
Another method of pond 2 or other application.
Mould bases 1 has the shape similar with the shape in Fig. 7 and Fig. 8 in this kind of situation, in addition to one or more hollow
Part 17 (or as the situation in figure, all hollow spaces 17) is equipped with open end 34 on its top side so that coagulation
Native mud 15 can for example pour into the hollow space 17 and 21 of mould bases 1 via the open end from dumper or truck mixer 36
In.
In the first step I of this method, mould bases 1 is unfolded and is placed on the bottom 9 of foundation pit 6 with original state.
In follow-up step II, hollow space 21 and 17 is filled using concrete mud 15, due to hollow space 20
Cone shape applies upward power F when concrete mud 15 rises from bottom 9 on the wall of mould bases 1.
Power F contributes to the expansion of folding mould bases 1 and/or holds up and rise, and slow according to rainwater to be formed
The profile for rushing pond 2 is stretched over required shape.
Simultaneously as the power applied by concrete mud 15, the flat 27 of mould bases 1 can be stretched, then on it
Face pours top plate 3.
The third step III of this method includes for curing concrete 15 to form the rainwater with column 5 and base portion 22
The waiting period of the support construction 4 of buffer pool 2.
In the four steps IV of this method, then concrete mud 15 is poured on to the flat flexible portion 27 of mould bases 1
On, in order to form top plate 3, top plate 3 is located on column 5 and cures in the 5th step V of this method.
Figure 15 and Figure 16 show the first embodiments of form frame system 37 according to the present invention.
Mould bases 37 is designed to include mould bases 1 according to the present invention, and thereby purpose is more specifically to erect concrete structure 16
It rises, which forms the pattern with resolidification structure division is repeated or with symmetrically arranged structure division.
For this purpose, form frame system 37 includes the components of system as directed 38 of the first flexible foldable, each components of system as directed 38 have with
The corresponding same shape of specific structure division to be obtained.
In this kind of situation, this components of system as directed 38 is made of foldable portion 40 flexible, the foldable portion flexible
Divide 40 profile in its expansion with formation in extended configuration across the vertical section of the central shaft AA ' of column 5, such as in this kind of feelings
It is across the section of 90 ° of angle betas in shape.
In the state be unfolded and stretched, foldable portion 40, which has, radially expands part 41, this radially expands part 41
Design is shaped as the part that the column 5 that slave phase is answered extends up to the vault 42 of neighbouring column 5.
In addition, foldable portion 40 is equipped with hollow space 43 to form the part of stabilizer blade 24 and hollow on column 5
Part 44 is to form the rib 45 at the top 46 for extending up to vault 42 to be formed from the stabilizer blade 24 of column 5 to be formed.
Therefore the first components of system as directed 38 is additionally provided with hollow space 47, the base portion 22 for obtaining the grid for column 5.
There is the hollow space 47 shape of tube-like piece 48, the tube-like piece to be designed two that are formed in the grid to be obtained
A kind of beam extended between the stabilizer blade 24 of continuous column 5 or coupling part 49.
Form frame system 37 includes second components of system as directed 39 similar with the first components of system as directed 38, but second of system
Part 39 is not provided with hollow space 47.
Different components of system as directed 38 and 39 can be connected to each other according to the pattern for the structure 16 to be obtained.
More specifically, four systems part 38 and/or 39 single hollow pillar stand 5 is formed together, thereby according to vertical with other
The number of connection needed for column 5, forms corresponding column 5 using more components of system as directed 38.
After the assembling of mould bases 1 (this can fulfil ahead of schedule or be completed at the position of its own), mould bases 1 can be opened up
It opens.
By with the filler of such as concrete mud etc or such as sand, air, PU, Argex particle, water, poly-
The hollow space 43,44 and 47 of the filler filling mould bases 1 of propylene or combination thereof etc, can obtain with annular branch
First support construction 4 of foot 24 and ribs 45, wherein stabilizer blade 24 is connected with each other by beam 49.
Therefore the remaining flexible portion 40 of mould bases 1 is placed in extended configuration, is suitable for filling the cavity in column 5 in this way
50 and formed by components of system as directed 38 and 39 the vault 42 for radially expanding part 41 and supporting.
A kind of very effective form frame system 37 is obtained by means of which, it can be with very quickly using the form frame system
Mode obtain many structures.
Certainly, many modifications of aforementioned embodiments are feasible, wherein components of system as directed be equipped with multiple tube-like pieces 48 or
Vertical portion is surrounded in the greater or lesser angle B of column 5.
Figure 17 and Figure 18 shows an alternative embodiment of form frame system 37 according to the present invention.
The single components of system as directed 51 being made of folding flexible portion 52 is used accordingly.
It is being unfolded in extended configuration, which is presented the shape of hollow pillar stand 5, according to vertical intersecting plane
CC ' deciles, somewhat come to a point, and have broader stabilizer blade 24 and narrower top 18.
For this purpose, components of system as directed 51 includes the first hollow space 53 for being designed to erect vertically, this is by using such as mixed
The filler of solidifying soil mud 15 etc fills what hollow mould bases 1 was realized.
It is additionally provided with the hollow space 19 to narrow at the top 18 of column 5 to be formed, the top anchor of column 5 is existed
In top plate 3, for example, it is identical as the situation in the embodiment of Fig. 4.
It is additionally provided with the hollow space 54 for intersecting with the stabilizer blade of the half column 5 24 and intersecting with intersecting plane CC ', the hollow portion
54 are divided to be designed to be connected to the hollow space 54 of adjacent upright posts 5 to be formed.
Therefore the base portion 22 in 55 shape of coupling part is obtained, which connects two adjacent upright posts to be formed
5 stabilizer blade 24.
Column 5 is made of the two systems part 51 being connected to each other at their places intersecting plane CC '.
Multiple this columns 5 can be connected to each other via the hollow space 54 for forming coupling part 55.
After pouring into concrete mud 15 in respective hollow part 53 and 54, to obtain the connection at stabilizer blade 24
The row 56 of continuous column 5.
In figure 18,5 placement parallel to each other of column as two rows, hereafter flat flexible foldable part 27 is arranged
Above the top of column 5 18, it to be used for casting concrete top plate 3.
In a modification according to the present invention, this flat 27 for top plate 3 can also be components of system as directed 51
A part, the row 56 of more or fewer columns 5 and various other structures may be implemented.
As the replacement to the mould bases 1 being made of multiple components of system as directed 51, according to the present invention, naturally it is also possible to by a portion
Bulk-breaking once produces uniform mould bases 1, without to connect multiple components of system as directed 51 thus.
Figure 19 shows a kind of another feasible embodiment of components of system as directed 57 of form frame system 37 according to the present invention.
In this kind of situation, this components of system as directed 57 is the foldable flexible portion by also forming many hollow spaces 19,59
Divide 58 and the composition of pouch portions 60.
In the expansion and extended configuration of the components of system as directed 57, hollow space 59 is formed with a conical column 5, this is vertical
Column has the top 18 to come to a point, and thereby providing the hollow space 19 to narrow will be formed with being formed on top 18 for anchoring
Column 5 protrusion part.
It is being unfolded in extended configuration, pouch portions 60 form the stabilizer blade 24 with square exterior perimeter, which has
It is in pyramidal gradient towards column 5.
Components of system as directed 57 is additionally provided with the flat 27 being arranged at the top of column 5 18, which, which forms, is
The integral part of system part 57.
In unfolded state, the flat 27 of components of system as directed 57 has square exterior perimeter 61, the size and branch of the periphery
The periphery 62 of foot 24 corresponds to.
Therefore, components of system as directed 57 can be as needed at corresponding four of four sides of stabilizer blade 24 and flat 27
The entirety of bigger is connected to each other to form on side.
Figure 20 to 22 shows an embodiment of the form frame system 37 similar with Figure 19, but it is actually get
It is more to improve.
Figure 20 is the vertical section across the structure 16 formed using mould bases 1, and mould bases 1 is based on above-mentioned according to the present invention
Form frame system 37 combine, wherein the first components of system as directed 57 corresponds to those of Figure 19 components of system as directed.
Form frame system 37 in the embodiment of Figure 20 to Figure 22 further includes other kinds of components of system as directed 63 and 64, they
Largely have with shape as 57 class types of components of system as directed, but they can be used for being respectively formed the side of structure 16
Edge 65 and angle 66.
For this purpose, the flat 27 of components of system as directed 61 and 62 is partially attached to the hollow space to narrow in the vertical direction
19, in order to form vertical edge 67, therefore, mould bases 1 is assembled by connecting different components of system as directed 57,63 and 64
Later, such as shown in Figure 21, obtained on column 5 pouch-shaped or it is somewhat like the entirety of bathtub shape, may be used as
It is used to form the mould bases of top plate 3.
Using the use of the mould bases 1 of form frame system 37 discussed here assembling and referring to figs. 1 to the complete class of Figure 10 discussion
Seemingly, complicated mould is formed on building sites on building sites or not in addition to being based only upon several components of system as directed 57,63 and 64
Except frame 1.
Figure 21 also shows reinforcer how can be arranged before concrete mud 15 is poured on flat 27, and
Figure 22 shows the state after having cast top plate 3, wherein the part of the hollow space 19 to narrow is protruded from top plate 3, with can
For use as the anchor point for building any other structural detail on the top of top plate 3.
Figure 23 to 28 shows another form frame system 37 according to the present invention in a similar way, and the form frame system is this time
Including components of system as directed 69, which belongs to the hollow space 70 and hollow space 71 for being used to form column 5
Type, the foot part 24 of 71 self-stabilised post 5 of hollow space hexagon 72 radially extend in the radial direction with formed for
The coupling part 73 of multiple components of system as directed 69 is connected at their stabilizer blade 24.
In the situation of Figure 24 to Figure 28, the hollow space 74 similarly radially extended is set at the top of column 5 18,
It is used to form coupling part 75 to connect multiple components of system as directed 69 at their top 18.
In the situation of Figure 17, top is equipped with hexagon flat corresponding with the size of stabilizer blade 24 27.
Therefore, can according to hexagon pattern formed mould bases 1 different configuration, such as shown in Figure 26 and Figure 27 that
Sample.
Other than top plate 3 of then casting on the supporting structure 4 formed using components of system as directed 69, in the example of Figure 28
The hexagon concrete tile or plate 76 of advance comprising are used, on the protrusion part formed by the hollow space 19 to narrow
Side is simultaneously shelved on coupling part 75 to form floor etc..
Figure 29 shows the another embodiment of form frame system 37 according to the present invention, completely with the above situation class
Seemingly, but it is that triangular construction can be assembled using these components of system as directed 77 based on components of system as directed 77.
Figure 30 to 33 shows the another embodiment of mould bases 1 according to the present invention comprising in multiple flexible foldings
Empty part 78, the shape with the arcuate span 79 with structure 16 to be formed in extended configuration is being unfolded in they.
Hollow space 78 is that there are two the cylindrical parts 78 of open end 80 and 81 for tool.
Multiple hollow cylindrical parts 78 be disposed adjacent to each other and by a pair of longitudinal pouch portions 82 and 83 mutually
Connection, this is connected respectively to open end 80 and 81 to pouch portions 82 and 83.
Pouch portions 82 and 83 form the base portion 22 for the concrete structure 16 to be obtained.
By the way that concrete mud 15 to be pumped into pouch portions 82 and 83, entire mould bases 1 cures it in the concrete mud
Afterwards immediately as its should as expand, to obtain the vault 84 of semi-cylindrical.
This vault 84 can be for example arranged in gutter 85, and as shown in Figure 33, and this vault 84 can be used
In support structure above or road etc..
Figure 34 shows mould bases 1 according to the present invention, is made of slim-lined construction 86, and the slim-lined construction is on the DD ' of direction
Extend and is formed by one or more scraggly pouch portions 87.
As shown in Figure 35, this mould bases 1 can be used for filling pouch portions by using concrete mud 15 to be formed
Support construction 24.
Support construction 24 can be placed on to support road etc. in gutter 85, and water 88 can be in the pocket of concrete
It is flowed between points 87 scraggly shape.
Figure 36 and 37 is regarding on the open end 89 of the hollow space 19 to narrow at the top 18 of column 5 to be formed
Figure.
Wing plate 90 is equipped in the open end 89 to narrow, as long as concrete mud 15 is in the wing plate of 19 inside points of hollow space
Apply pressure on 90, which will self-closed open end 89.
In this way, can be poured in support construction 24 immediately in part of the top plate 3 without the mould bases 1 of support construction 24
Concrete mud 15 is fully cured, because preventing the portion of concrete mud 15 from mould bases 1 under the additional pressure of top plate 3
Shunting is dynamic.
Finally, Figure 38 to Figure 40, which is further illustrated, is utilizing the mould according to the present invention being made of flexible folding part 13
In the case of frame 1, it is easy the inhomogeneities for taking steps to absorb in bottom 9 or is automatically aligned to mould bases 1 in the vertical direction
Certain parts.
The present invention, which is not intended to be limited to, to be only illustrated by way of example and by the mould bases according to the present invention 1 shown in attached drawing
With the embodiment of form frame system 37；On the contrary, mould bases 1 and form frame system 37 can obtain in many other ways and still this
In the range of invention.
The invention is not limited in the described examples according to the present invention for manufacturing the method for concrete structure 16；
On the contrary, can still be within the scope of the present invention using other methods.
Claims (18)
1. the mould bases (1) for manufacturing a structure (2,16), which is characterized in that the mould bases includes in fabric, diaphragm or raising
One or more flexible folding parts (13) of object shape, wherein the mould bases (1) can fold and equipped in one or more
Empty part and/or pouch portions (14) can be arranged filler (15) in the hollow space and/or pouch portions and be unfolded
With the shape of the profile of each section with the structure (2,16) to be formed in extended configuration, wherein the mould bases (1) exists
It can be placed in original state on bottom (9), the original state is the state folded or is partially or completely unfolded
State, and wherein, in hollow space and/or the pouch portions (14) by filler (15) being poured into or being pumped into mould bases, institute
State mould bases (1) and gradually change to extended configuration from original state, in order to formed concrete the structure (2,16) each portion
Point.
2. mould bases (1) according to claim 1, which is characterized in that one or more hollow spaces of the mould bases (1)
And/or pouch portions (17,20,50,53,59,70) are being unfolded and are having the structure (2,16) to be formed in extended configuration
Column (5) shape.
3. mould bases (1) according to claim 2, which is characterized in that one or more hollow spaces of the mould bases (1)
And/or the shape with the column (5) with concrete structure to be formed (2,16) in extended configuration is being unfolded in pouch portions (20)
Shape, wherein each hollow space and/or pouch portions (20) are adjacent to each other, in order to form the vertical of the structure (2,16)
Wall (7).
4. mould bases (1) according to claim 2 or 3, which is characterized in that the mould bases includes in fabric, diaphragm or raising
One or more flexible folding parts (13) of object shape, the flexible folding part is formed in the unfolded state of mould bases (1)
The flat (27) of mould bases (1), the flat is in the portion of the column (5) of the formation structure (2,16) of mould bases (1)
Extend between point (17,20), wherein by the way that filler (15) to be poured on the flat (27), the knot can be formed
The top plate (3) of structure (2,16).
5. according to one or more mould bases (1) in preceding claims, which is characterized in that the one of the mould bases (1)
A or multiple hollow spaces and/or pouch portions (78) be unfolded and extended configuration in have the structure to be formed (16,
84) shape of arcuate span (79).
6. according to one or more mould bases (1) in preceding claims, which is characterized in that one of the mould bases or
Multiple hollow spaces and/or pouch portions (21) are being unfolded and the base with the structure (2,16) to be formed in extended configuration
The shape in portion (22).
7. mould bases (1) according to claim 6, which is characterized in that one or more hollow spaces of the mould bases (1)
And/or pouch portions (21) are being unfolded and the shape with stabilizer blade (24), substrate (8) or beam (49) in extended configuration.
8. being used to form according to one or more mould bases for manufacturing a structure (2,16) in preceding claims
(1) form frame system (37), the pattern of the form frame system is with re-solidified structure division repeatedly or with symmetrically placed
Structure division, which is characterized in that the form frame system (37) include one or more flexible foldable components of system as directed (38,39,
51,57,63,64,69,77), wherein each components of system as directed in certain components of system as directed (38,39,51,57,63,64,69,77)
(38,39,51,57,63,64,69,77) always have same shape corresponding with the concrete structure part to be obtained, wherein with
The corresponding different components of system as directed (38,39,51,57,63,64,69,77) of pattern of the structure to be obtained (2,16) can be each other
Connection.
9. form frame system (37) according to claim 8, which is characterized in that the structure (2,16) to be formed includes rule
The then column (5) of pattern, the column are connected with each other by coupling part (49,55), wherein that flexible foldable above-mentioned
Components of system as directed (38,39,51) correspond to across the vertical portion of the column (5) and one or more adjoint coupling part (49,
55)。
10. the method for manufacturing a structure (2,5,16), which is characterized in that the method includes：
Mould bases (1) is assembled, the mould bases includes one or more flexible folding parts in fabric, diaphragm or raising object shape
(13), wherein the folding mould bases (1) is equipped with one or more hollow spaces and/or pouch portions (14), described hollow
Filler (15) can be set in part and/or pouch portions and be unfolded and there is the structure to be formed in extended configuration
The shape of the profile of each section of (2,5,16)；
The mould bases (1) is placed on original state on bottom (9), the original state is the state folded or is portion
The state divided or be fully deployed；
In the cavity of pouch portions (14) for filler (15) being poured into or being pumped into the mould bases (1), wherein the mould bases (1)
Extended configuration is gradually changed to from original state, in order to form the various pieces of the structure (2,16)；And
Filler (15) is allowed to cure.
11. according to the method described in claim 10, it is characterized in that, pouring into or being pumped into mould bases (1) by filler (15)
The mould bases (1) is unfolded and is erect from the bottom (9) while in hollow space or pouch portions (14).
12. the method according to claim 10 or 11, which is characterized in that the mould bases (1) is equipped with one or more hollow
Part and/or pouch portions (17,20), wherein by pouring into or being pumped into these hollow spaces and/or bag-shaped by filler (15)
The column (5) of the structure (2,16) of concrete is partly formed in (17,20).
13. according to the method for claim 12, which is characterized in that the mould bases (1) is in the hollow space for forming column (5)
And/or the flat (27) formed by flexible portion (13) is equipped between pouch portions (17,20), the flexible portion is by knitting
Object, diaphragm or raising object are constituted, wherein the filler in the hollow space and/or pouch portions (17,20) for forming column (5)
(15) after curing, in the other step of the method, filler (17) is provided on flat (27) in order to shape
The top plate (3) of Cheng Youzhu (5) supports.
14. the method according to claim 10 or 11, which is characterized in that the folding mould bases (1) set there are one or
Multiple hollow spaces and/or pouch portions (78), wherein by by filler (15) pour into or be pumped into these hollow spaces and/
Or the corresponding arcuate span (79) of the structure (84) is formed in pouch portions (78).
15. according to one or more methods in claim 10 to 14, which is characterized in that structure to be formed (2,
16) pattern with re-solidified structure division repeatedly or with symmetrically placed structure division is shown, wherein the mould bases
(1) it assembles on building sites at least partly, wherein to pass through form frame system (37) according to claim 8 or claim 9
Components of system as directed (38,39,51,57,63,64,69,77) forms the structure (2,16), wherein according to structure to be formed (2,
16) different components of system as directed (38,39,51,57,63,64,69,77) is connected to each other by pattern.
16. according to one or more methods in claim 10 to 15, which is characterized in that when pouring into or being pumped into,
Apply a kind of filler or a variety of fillers, wherein the filler is following one kind or combination thereof：
Concrete mud；
Sand；
- Argex particles；
Air；
- PU foams；
- PS particles；
Water.
17. according to one or more methods in claim 10 to 16, which is characterized in that fill in a single step
The mould bases.
18. according to one or more methods in claim 10 to 16, which is characterized in that fill in multiple steps
The mould bases.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| BE2015/5700A BE1024818B1 (en) | 2015-10-28 | 2015-10-28 | FORM FOR THE MANUFACTURE OF A CONCRETE CONSTRUCTION, FORMING SYSTEM FOR THE CONSTRUCTION OF SUCH FORMING AND FOR METHOD FOR MANUFACTURING A CONCRETE CONSTRUCTION |
| BEBE2015/5700 | 2015-10-28 | ||
| PCT/IB2016/056486 WO2017072703A1 (en) | 2015-10-28 | 2016-10-27 | Formwork for manufacturing a concrete structure, formwork system for forming such a formwork and method for manufacturing a concrete structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108779612A true CN108779612A (en) | 2018-11-09 |
Family
ID=54843554
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201680076504.9A Pending CN108779612A (en) | 2015-10-28 | 2016-10-27 | The method for manufacturing the mould bases of concrete structure, forming the form frame system of the mould bases and manufacturing concrete structure |
Country Status (5)
| Country | Link |
|---|---|
| US (1) | US20180320333A1 (en) |
| EP (1) | EP3368724A1 (en) |
| CN (1) | CN108779612A (en) |
| BE (1) | BE1024818B1 (en) |
| WO (1) | WO2017072703A1 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20240044134A1 (en) * | 2022-08-04 | 2024-02-08 | Tate Access Floors, Inc. | Service access floor panel |
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- 2015-10-28 BE BE2015/5700A patent/BE1024818B1/en not_active IP Right Cessation
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2016
- 2016-10-27 CN CN201680076504.9A patent/CN108779612A/en active Pending
- 2016-10-27 WO PCT/IB2016/056486 patent/WO2017072703A1/en active Application Filing
- 2016-10-27 EP EP16810039.4A patent/EP3368724A1/en not_active Withdrawn
- 2016-10-27 US US15/772,244 patent/US20180320333A1/en not_active Abandoned
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| WO1994009228A1 (en) * | 1992-10-09 | 1994-04-28 | Anders Mohss | Casting mould |
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Also Published As
| Publication number | Publication date |
|---|---|
| WO2017072703A1 (en) | 2017-05-04 |
| EP3368724A1 (en) | 2018-09-05 |
| BE1024818B1 (en) | 2018-07-06 |
| US20180320333A1 (en) | 2018-11-08 |
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Application publication date: 20181109 |