CN101454520B - Insulated concrete form and mold for making same - Google Patents
Insulated concrete form and mold for making same Download PDFInfo
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- CN101454520B CN101454520B CN2007800195135A CN200780019513A CN101454520B CN 101454520 B CN101454520 B CN 101454520B CN 2007800195135 A CN2007800195135 A CN 2007800195135A CN 200780019513 A CN200780019513 A CN 200780019513A CN 101454520 B CN101454520 B CN 101454520B
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- side wall
- side plate
- insulated concrete
- tapered portion
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2/42—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities
- E04B2/54—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities the walls being characterised by fillings in all cavities in order to form a wall construction
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/0081—Embedding aggregates to obtain particular properties
- B28B23/0087—Lightweight aggregates for making lightweight articles
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0029—Moulds or moulding surfaces not covered by B28B7/0058 - B28B7/36 and B28B7/40 - B28B7/465, e.g. moulds assembled from several parts
- B28B7/0035—Moulds characterised by the way in which the sidewalls of the mould and the moulded article move with respect to each other during demoulding
- B28B7/0041—Moulds characterised by the way in which the sidewalls of the mould and the moulded article move with respect to each other during demoulding the sidewalls of the mould being moved only parallelly away from the sidewalls of the moulded article
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/10—Moulds with means incorporated therein, or carried thereby, for ejecting or detaching the moulded article
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/16—Moulds for making shaped articles with cavities or holes open to the surface, e.g. with blind holes
- B28B7/18—Moulds for making shaped articles with cavities or holes open to the surface, e.g. with blind holes the holes passing completely through the article
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2/28—Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid
- E04B2/40—Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid the walls being characterised by fillings in all cavities in order to form a wall construction
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8623—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers and at least one form leaf being monolithic
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8623—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers and at least one form leaf being monolithic
- E04B2/8629—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers and at least one form leaf being monolithic with both form leaves and spacers being monolithic
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Moulds, Cores, Or Mandrels (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
An insulated concrete form has: a first side wall portion; a second side wall portion substantially parallel with said first side wall portion; and a pillar portion extending between said the side wall portions. The pillar portion has: a first tapered section; a second tapered section; and a center section extending between said tapered sections. The first tapered section, the second tapered section and the center section each have an octagonal-shaped longitudinal cross-section. The insulated concrete form may include a plurality of pillar portions extending between the side wall portions, with the plurality of pillar portions being substantially parallel with each other. A wall structure may be formed from a plurality of such insulated concrete forms. A mold for forming an insulated concrete form, has: a first side plate and a second side plate; a slave pallet element supported by a frame and abutting a lower portion of interior sides of the side plates; and a first spine member and a second spine member attached to the side plates. The first side plate and the second side plate, along with the first spine member and the second spine member, may be pulled horizontally outward to clear the mold cavity.
Description
The cross reference of related application
The application requires the priority of the U.S. Provisional Patent Application 60/1744,303 submitted on April 5th, 2006, and its full content is bonded to this, as a reference.
About uniting the statement of initiating research or exploitation
Inapplicable.
Joint study agreement participant's name
Inapplicable.
Quoting of the material of submitting to incorporated on the CD
Inapplicable.
Technical field
The present invention relates to a kind of insulated concrete form (ICF) mould that allows the good insulated concrete form of manufacturing structure.With independently make and be two halves (or independently wall), then existing ICF wall otherwise bonding or that link together is relative as the wall of other ICF, when ICF was manufactured to complete integral blocks (the horizontal opening wall by described mould obtains), described mould allowed multiple size, thickness and variable wall portion thickness in piece ICF.In addition, owing to designed forms the polygon cell configuration of unit grid and the whole wall system that obtains thus in described ICF inside, described ICF piece has the torque loads of good horizontal, oblique and external force resistance.In addition, described ICF piece self utilizes prescription to be made by the excellent material mixture, and this prescription has not only increased " R " value of described wall system, also makes described ICF bulk strength higher and can lighter operation in installation.
Background technology
When being subjected to external impacts, for example can cause the high-speed wind of catastrophic failure or during from the surging water of storm, the board-like ICF wall of the conventional concrete shown in the prior art trends towards splitting along diagonal.When utilizing structural concrete and stiffener (" reinforcing bar ") when filling those spaces, use the wall of " beam column " or " mesh walls " internal construction cell type to have interlocking space (relative), can withstand shocks with the damage of the minimum that is confined to impact point peripheral region with the ICF of the inner formula of described concrete slab.But traditional " beam column " or " mesh walls " formula ICF utilize cylindrical vertical cylindrical member and horizontal beam spare, and they subject to " extruding ", " parallelogramization " and reverse when the power of power that is subjected to extraneous for example wind and water.Therefore, need a kind of improved " beam column " or " mesh walls " structure in this area.
Be used to make the product that the mould of the prior art of insulated concrete form produces and have two halfbodies, they must be bonded together.This causes the possibility of splitting at piece described in the concrete filling stage of installing.In addition, such prior art mould has limited compliance, makes to be difficult to produce different ideal dimensions, for example piece of differing heights and width.
Therefore, need a kind of mould in the prior art, it has manufacturing the whole light weight concrete piece of the possibility of splitting of reduction.Also need a kind of mould, and then also need can adjust at different directions, not changing outer mold with the light weight concrete piece that allows different ideal dimensions can be produced.
In addition, the existing prescription that is used to make cementaceous heat insulating concrete plate is characterised in that to have the quality of high relatively fragility, low pliability and low-intensity, phase counterweight, expensive manufacturing cost and relative low " R " value.Similarly, the insulated concrete form of prior art has quite high quality, low-intensity and low " R " value equally, partly owing to the material that constitutes them and partly because their structure design." R " value refers to the resistance of material to variations in temperature, and for the situation of wall, refers to the resistance from a side of wall to the variations in temperature of the opposite side of wall.(Oak Ridge Institute for Science and Education (Knoxville, TN)) writes the standard of " R " value by for example Oak Ridge science and educational society (Knoxville, Tunisia).Therefore, prior art need use a kind of utilization to have the insulated concrete form of the composition of high " R " value in substrate amount, high strength and the use.
Summary of the invention
Described insulated concrete form and its mfg. moulding die by require invention can satisfy these and other needs.
According to an aspect of the present invention, insulated concrete form has: the first side wall portion; Be roughly parallel to second side wall portion of described the first side wall portion; And a plurality of cylindrical portion of between described side wall portion, extending, the pars intermedia that each cylindrical portion has first tapered portion, second tapered portion and extends between described tapered portion.Described first tapered portion, second tapered portion and pars intermedia have octagonal longitudinal cross-section separately.Described first tapered portion from described the first side wall portion with miter angle to described pars intermedia convergent, described second tapered portion from described second side wall portion with miter angle to described pars intermedia convergent, and described first tapered portion and described second tapered portion are roughly complementary.Described a plurality of pars intermedia is almost parallel each other.Described side wall portion and described cylindrical portion limit a series of space, and described space comprise a left side towards vertical horn mouth half octagon space, right towards vertical horn mouth half octagon space, go up towards horizontal horn mouth half octagon space and down towards horizontal horn mouth half octagon space.A described left side towards vertical horn mouth half octagon space and the adjacent right side towards vertical horn mouth half octagon space form complete vertical bell-mouthed octagon space.
Described insulated concrete form can be made of the concrete material that comprises cement, polymer filler and plant base high density blowing agent.More special, the weight ratio of cement, polymer filler and blowing agent is approximately 110: 11: 1-1.125.
According to another aspect of the present invention, a kind of wall construction, it has a plurality of insulated concrete forms, and each template comprises: the first side wall portion; Be roughly parallel to second side wall portion of described the first side wall portion; And aforesaid cylindrical portion of between described side wall portion, extending.A plurality of templates are placed adjacent one another, so that the pars intermedia of described template almost parallel each other, and a left side towards vertical horn mouth half octagon space and the adjacent right side towards vertical horn mouth half octagon space form the complete octagonal space of vertical horn mouth; And go up towards half octagon space and down towards half octagon space form the complete octagonal space of horizontal horn mouth.Therefore, described wall construction is provided in interlocking beam column graticule mesh shape and the bell-mouthed octagon space between the cylindrical portion.Described space can fill can hardening material, concrete for example.In addition, the concrete in the described space can be with at least one steel reinforcing.
Still according to another aspect of the present invention, a kind of mould that is used to form insulated concrete form, it has: the elongation level framework with opposite end and opposite side; First end plate and second end plate, each end plate extends upward and has an opposed inside along frame end separately; First group of arm and second group of arm, every group of arm is connected on the described framework slidably along the side separately of described framework, and from the side horizontal expansion separately of described framework; First side plate and second side plate, each side plate are connected on separately the group arm and extend upward, and each side plate has opposed inside; By the driven tray member of described frame supported, described driven tray member and described end plate and described side plate inboard than the lower curtate adjacency; And first the spine spare and the second spine spare.The described first spine spare is connected the inboard of described first side plate, and the described second spine spare is connected the inboard of described second side plate.Described first end plate, second end plate, first side plate, second side plate, driven tray member, the first spine spare and the second spine spare cooperate to limit die cavity.Can level be outwards pulled out by described group of arm guiding with the described first spine spare and the second spine spare with described first side plate and second side plate, to clear up described die cavity.
Described second end plate can hingedly be connected corresponding frame end.
In addition, described mould can have elongation level castor plate, its have towards last surface and a plurality of be positioned described go up towards lip-deep castor.Each castor has towards roller element last, load-bearing.Described castor plate is positioned between described framework and the described driven tray member, so that the described load-bearing roller element of a plurality of castors supports described driven tray member.Therefore, described second end plate can rotate about corresponding frame end, so that described driven tray member can roll out from described die cavity on described castor.
Described spine spare preferably has a plurality of relative lug bosses that join.Described relative lug boss limits by being formed at the horizontal space of the template in the described mould.Described spine spare can further have base portion along described side plate.Described base portion limits longitudinal space along the periphery that is formed at the template in the described mould.Described base portion can have half octagonal cross-section, wherein, and the post portion lug boss that described relative lug boss comprises the end bosses portion with half octagonal cross-section and has octagonal cross-section.In addition, similar octagonal wedge can be across between described base portion and the described relative lug boss.
The described mould that is used to form insulated concrete form also can have the pad that removably connects along the top of described end plate and described side plate.Described pad allows the described die cavity that is formed at described spine spare top is increased other thickness.Described pad can remove and be placed between described framework and the described driven tray member from described side plate, to raise driven tray member and reduce the thickness of the part of the described die cavity between described spine spare and described driven tray member.
Described side plate can further have wheeled supporting leg, and it is in the weight that allows described side plate is pulled out or supported from described framework described side plate when described framework pushes.
Detailed description by reference following illustrative embodiment and accompanying drawing can be understood better.
Description of drawings
Fig. 1 is the stereogram according to exemplary insulated concrete form of the present invention.
Fig. 2 is the top view of the exemplary template of Fig. 1.
Fig. 3 is the elevation of the exemplary template of Fig. 1.
Fig. 4 is the right side view of the exemplary template of Fig. 1.
Fig. 5 is the elevation along the exemplary template of Fig. 1 of the line 4-4 intercepting of Fig. 2.
Fig. 6 is the cross-sectional top view along the exemplary template of Fig. 1 of the line 5-5 intercepting of Fig. 4.
Fig. 7 is the lateral cross-sectional view along the exemplary template of Fig. 1 of the line 6-6 intercepting of Fig. 2.
Fig. 8 is the top view of the layout of exemplary template.
Fig. 9 is the elevation of the layout of Fig. 7.
Figure 10 is the right side view of the layout of Fig. 7.
Figure 11 is the stereogram that is used to form the exemplary mold of the insulated concrete form with a plurality of cylindrical portion, and described mould is closing structure.
Figure 12 is the stereogram of the exemplary mold of Figure 11, and wherein, described mould stretches out from mould part ground at open position and driven tray member.
Figure 13 is the stereogram of the exemplary mold of Figure 11, and the insulated concrete form with a plurality of cylindrical portion that has been formed in the mould further is shown.
Figure 14 is the exemplary isometric view of spine spare of the exemplary mold of Figure 11.
The specific embodiment
A. insulated concrete form
A kind of insulated concrete form of making according to the present invention can by, the material of the lightweight/low density material that for example describes below constitutes.
With reference to Fig. 1-7, exemplary insulated concrete form 10 has overall structure, comprises the first side wall portion 12, second side wall portion 14 and the cylindrical portion 16 of extending between two side portion 12,14.The pars intermedia 22 that described cylindrical portion 16 has first tapered portion 18, second tapered portion 20 and extends between described tapered portion 18,20.Described first tapered portion 18, second tapered portion 20 and pars intermedia 22 have octagonal longitudinal cross-section, and axially align each other.Described first tapered portion 18 from described the first side wall portion 12 with miter angle to described pars intermedia 22 convergents.Described second tapered portion 20 from described second side wall portion 14 with miter angle to described pars intermedia 22 convergents.Preferably, described first tapered portion 18 is roughly complementary with described second tapered portion 20, and both and described pars intermedia 22 and described side wall portion 12,14 cooperatively interact to limit half equilateral octagon space, and these will be further described below.
Described side wall portion 12,14 and a series of space of described cylindrical portion 16 common qualifications.As shown in Figure 2, the described side wall portion 12,14 of described template 10 and described cylindrical portion 16 limit a left side towards vertical half octagon space 24a and right towards vertical half octagon space 24b.As shown in Figure 4, described side wall portion 12,14 and described cylindrical portion 16 limit go up towards level half octagon space 26a and down towards level half octagon space 26b.These octagons have equal limit.
As shown in Figure 8, can consider to form the template 10 of predetermined length by the template 10 of predetermined quantity is placed side by side each other.Left side 30a, the 30b of described side wall portion 12,14 that described template 10 can be placed as right side 28a, the 28b of the described side wall portion 12,14 that makes the template of winning and second template is adjacent.So, the described right side of template towards vertical half octagon space 24b and the described left side of second template towards vertical half octagon space 24a form complete vertical roughly octagonal space 32.It is noted that described octagon space 32 in the space 32 the outside convergent of each end with described tapered portion 18,20 complementations of the described cylindrical portion 16 of each template 10.Certainly, for example by using mould to form the template with a plurality of cylindrical portion, the template 10 of ideal length can be overall structure.
Turn to Fig. 8-10 now, can consider template 10 top set stacking each other, to produce the wall construction 100 of predetermined altitude with predetermined length.Described template 10 stackable one-tenth make bottom margin 38,40 adjacency of described side wall portion 12,14 of the top 34,36 of described side wall portion 12,14 of lower template and upper former.When described template 10 is so stacked, lower template go up towards level half octagon space 26a and upper former following towards level half octagon space 26b form the roughly octagon space 42 of the complete level of extending along the length direction of described template 10.The template 10 of the stacking of described wall construction 100 is orientated and makes cylindrical portion 16 be in alignment with each other, to produce the continuous vertical octagon space 32 of extending along the short transverse of described wall construction 100.
With reference to Fig. 8-10, by stack vertical octagon space 32 that template 10 produced, the superiors' template go up towards level half octagon space 26a, orlop template following towards level half octagon space 26b, described horizontal octagon space 42, leftmost side template a left side towards vertical half octagon space 24a and the right side of rightmost side template towards vertical half octagon space 24b all be connected to each other, have interlocking and grid or the beam column graticule mesh bell-mouthed octagon space that the structure 100 by the template 10 of described stacking limits with formation.
Described template 10 is placed adjacent one another and link together with conventional method as known in the art.Can consider that exemplary wall construction 100 is being roughly rectangle in shape, but without departing from the spirit and scope of the present invention, also may be other shapes and structure.
With a plurality of templates 10 location and link together and form after the desirable wall construction 100, described wall construction 100 can be reinforced.For example, can be to vertically and fill the material of reinforcement concrete for example and/or reinforcing bar in the grid in the roughly octagonal space of level.Certainly, fill described structure 100 with concrete before, must be temporarily the closed or left side that seals described leftmost side template towards vertical half-angle limit shape space 24a and the right side of described rightmost side template towards vertical half octagon space 24b concrete is contained in the described structure 100.Therefore, interim closure member 102,104 has been shown among Fig. 8-10, has been appreciated that under the situation of the scope that does not break away from described here instruction, for this purpose, can utilize the structure of any equivalence.In this respect, the present invention includes wall construction 100, it is arranged to have the interlocking between described cylindrical portion 16 and the beam column graticule mesh in bell-mouthed octagon space, and thus, space filler reinforcement concrete and/or reinforcing bar are to produce wall construction 100.
The intensity of the structure 100 that produces by described template 10 of the present invention depend in part on by the structure qualification of template vertically and the grid in the roughly octagonal space 32,42 of level, its each interface point place between the octagon space 32,42 of vertical and level forms 45 compound angles of spending.Comprise concrete slab or produce the device of cylindrical space that than the heat insulation and decorative system of poor efficiency its interface point place between vertical and horizontal space is not provided with the compound angles of 45 degree.The described roughly octagonal space 32,42 that is produced by the template 10 of a plurality of stackings of the present invention is in case filled by suitable material, can produce than the device enhancing at least 80% of using cylindrical space, and strengthen at least 60% structure than the system that uses concrete slab.This result is a kind of very firm wall system, and it can be designed to be able to prop up horizontal wind resistance load and the moment of torsion that has in storm wind or the hurricane.In addition, of the present invention described template 10 fire prevention fully of making, insect protected, mildew-resistant, windproof, noise abatement and can economic construction by aforesaid heat insulating concrete material.
When wall construction produces by stacking template, and vertically and when filling the reinforcement material of concrete for example and/or reinforcing bar in the octagon space of level, the quality of the wall that is produced (for example intensity, R value etc.) can depend in part on the different size of described template.For example, the external dimensions in octagon space that can adjust the distance between the adjacent octagon space and be used to build the described template of described wall is kept out the horizontal wind resistance load that has in storm wind or the hurricane and the ability of moment of torsion to influence described wall.Again for example, can adjust the width of the described template that is used to build described wall, to influence the R value of described wall.Again for example, can adjust the height and the length of described wall, with requirement and/or the local standard of particular market or country that adapts to the special building engineering.
The center distance that exemplary template can be set to have 16 inches height, 96 inches length, 14 inches width, adjacent octagon space is 16 inches, and the external dimensions in octagon space is 6 inches * 6 inches.The center distance that another exemplary template can be set to have 32 inches height, 96 inches length, 14 inches width, adjacent octagon space is 16 inches, and the external dimensions in octagon space is 6 inches * 6 inches.Other exemplary templates can be depending on application aims and decision to scale up or down dimensionally.For example, desire is built the structure have greater than 40 feet height, and the external dimensions that it is desirable to the octagon space is 8 inches * 8 inches.Small construction can seek template to have and be of a size of 4 inches * 4 inches octagon space.
Above-mentioned exemplary insulated concrete form is giving an example of described insulated concrete form 10 of the present invention, and can provide other embodiment and design under the situation that does not break away from the spirit and scope of the present invention.For example, in some other embodiment, template can be arranged to have pair of sidewalls portion and a plurality of cylindrical portion, and the wall portion of described template and cylindrical portion limit various roughly octagonal spaces.The template of various complementary sized can adjacent one another arely be stacked, and to form the wall of any ideal height or width, forms grid vertical and roughly octagon level space.In addition, the principle of being instructed also can be used for being used for forming the insulated concrete form with interlocking beam column graticule mesh shape space structures here, and described space is the shape of non-cylindrical cross-section of other multiaspect, for example square or hexagon.
B. be used to make the mould of insulated concrete form
As shown in Figure 11 to Figure 14, the exemplary embodiment that is used to form the mould 200 of aforementioned template comprises elongation level framework 202, first end plate 204, second end plate 206, first group of 207,208,209, second groups of arms of arm 210,211,212, first side plate 213, second side plate 214, elongation level castor plate 216, driven tray member 218, the first spine spare 220 and second spine spare 222.Described first end plate 204, second end plate 206, first side plate 213, second side plate 214, driven tray member 218, the first spine spare 220 and 222 cooperations of the second spine spare have open-topped die cavity with qualification.Described die cavity is used to form aforesaid insulated concrete form.
Described elongation level framework 202 has relative side and relative end.Described elongation level framework 202 is as described end plate 204,206, arm 207,208,209,210,211,212, side plate 213,214 and castor plate 216 connection basis.The elongation level framework 202 of described exemplary mold 200 is supported on to be convenient on the mobile easily wheel 223 of device.
Described first end plate 204 and second end plate 206 roughly extend upward vertically along frame ends separately.Described end plate 204,206 has opposed inside 224,226.In exemplary embodiment, described first end plate 204 is fixedly connected on the frame ends, and described second end plate 206 hingedly is connected on another frame ends.First hinge 228 is shown in Figure 12, and the second complementary hinge is hidden in the figure.Advantageously, therefore described second end plate 206 can outwards be opened with respect to framework 202 and described first end plate 204, so that removing of the insulated concrete form of opening and be formed at this 299 (Figure 13) of described mould 200 is as described below.Handle 205 is assisted this action.
Described first group of arm 207,208,209 and described second group of arm 210,211,212 are slidably mounted on the described framework 202 along described framework 202 side separately.Described slidably the installation allows described arm 207,208,209,210,211,212 from side horizontal expansion or the withdrawal separately of described framework 202, and its benefit will be explained below.In described exemplary embodiment, described arm 207,208,209,210,211,212 is preferably by C shape track to be made, its be fixed on described framework 202 on roller or wheel (being hidden) match (structure that is similar to garage door track and roller) advance with the longitudinal axis that guides described arm roughly to be orthogonal to described framework 202.The shut-down mechanism (not shown) is set to break away from from described framework 202 to prevent that described arm from becoming.
Along described first side plate 213 than lower curtate, described first side plate 213 is connected on the far-end of described first group of arm 207,208,209, and roughly extends upward vertically along a side of described framework 202.Described second side plate 214 is connected on the far-end of described second group of arm 210,211,212, and also roughly extends upward vertically along the opposite side of described framework 202.Described side plate 213,214 has opposed inside 230,232 separately.In addition, in the exemplary embodiment 200 that illustrates, described side plate 213,214 has wheeled supporting leg 234a, 234b, 236a, 236b separately, and it is pulled out described side plate or when framework 202 pushes, support the weight of described side plate 213,214 from described framework 202 allowing.Advantageously, by described arm 207,208,209,210,211,212 guiding with the drawer-like formula, described side plate 213,214 can and be opened (or inwardly closed) outwardly away from each other with respect to described framework 202, so that removing of the insulated concrete form of opening and be formed at this 299 (Figure 13) of described mould 200 is as described below.Handle 238a, 238b, 240a, 240b on side plate 213,214 separately assist this action.
Described elongation level castor plate 216 is positioned on the described framework 202, and have go up towards surface 242 and a plurality of castor 244.Described a plurality of castor 244 be positioned described go up towards surface 242 on.Each of described a plurality of castor 244 have go up towards, the roller element 246 of load-bearing to be to support described driven tray member 218 and to be formed on insulated concrete form in the described exemplary mold 200.As shown in Figure 13, the described castor 244 of described exemplary mold 200 is located in pairs along the length of described castor plate 216.
Described driven tray member 218 is positioned on described a plurality of castor 244, and at described end plate 204,206 and side plate 213,214 with respect to described framework 202 with when being in the close position each other, with described end plate inboard 224,226 than lower curtate and described side plate inboard 230,232 adjacency.Therefore, described driven tray member 218 forms the bottom of described die cavity.In addition, described driven tray member 218 is independent of described end plate 204,206 and side plate 213,214, allows it to support the insulated concrete form that has been formed in the described exemplary mold 200, so that described insulated concrete form removes from described mould 200.
The described first spine spare 220 is connected on the inboard 230 of described first side plate, and the described second spine spare 222 is connected on the inboard 232 of described second side plate.Each spine spare 220,222 has half octagon base portion 248,250 separately, in their half octagon end bosses portion 252,254,256,258 of each end, and a plurality of octagon post lug boss 260a-e of portion, 262a-e.In addition, a plurality of similar octagon wedges 264,266 are across between described half octagon base portion 248,250, half octagon end bosses portion 252,254,256,258 and the lug boss 260a-e of octagon post portion, 262a-e separately.Advantageously, when described side plate 213,214 is in the close position, divide other half relative octagon end bosses portion 252,254,256,258 to join, and relative respectively the lug boss 260a-e of octagon post portion, 262a-e join.
Described exemplary mold 200 forms the piece template, as previously mentioned, and the piece template on the one side.That is to say that described spine spare 220,222 forms bell-mouthed half octagon and the octagon space of described template, and on described spine spare 220,222 and below the space of die cavity form the sidewall of described template.Described vertical half octagon and octagon space that described relative half octagon end bosses portion 252,254,256,258 and a plurality of relative lug boss 260a-e of octagon post portion, 262a-e limit the insulated concrete form that is formed in the described exemplary mold 200.Described a plurality of similar octagon wedge 264,266 is used for and described half octagon end bosses portion 252,254,256,258 and a plurality of relative lug boss 260a-e of octagon post portion, 262a-e limits the octagon cylindrical portion of such insulated concrete form together, and and then is limited to described insulated concrete form vertically and the described 45 degree compound angles that form of each the joining place between the octagon space 32,42 of level.Described half octagon base portion 248,250 limit such insulated concrete form go up towards and down towards level half octagon space.
Because the principle of being instructed also will be used for square, hexagon and other such structures, person of skill in the art will appreciate that the mould of this claim scope is not limited to the structure of described octagon/half octagonal spine spare 220,222 here.In addition, should be noted that spine spare 220,222 interchangeable by using, that scale up/reduce, the described insulated concrete form that the design of described exemplary mold 200 allows here will to produce scales up or reduces in proportion.Therefore, the insulated concrete form in space with external dimensions of 8 inches * 8 inches, 6 inches * 6 inches or 4 inches * 4 inches can form by the spine spare 220,222 that uses proper proportion.
Along the top of described end plate 204,206 and described side plate 213,214, removably connect pad 268,270,272,274 separately.Described pad 268,270,272,274 allows the described side wall portion of the described template that is formed at described spine spare 220,222 tops is added other " thickness ".And then, remove described pad 272,274 by top from described side plate 213,214, and they are positioned between described framework 202 and the described castor plate 216, and " thickness " of described side wall portion that is formed at the piece of described spine spare 220,222 belows can be by raising described driven tray member 218 and reducing towards described spine spare 220,222.
Advantageously, all inner surfaces of element that limit the die cavity of described exemplary mold 200 scribble epoxy rubber, so that discharge the insulated concrete form that is formed in the described exemplary mold 200 from the element of described exemplary mold.
In use, the described end plate 204,206 of described exemplary mold 200 and described side plate 213,214 is closed and described die cavity filled the fluid composition that will be solidified into insulated concrete form.Described liquefied mixture is allowed to solidify fully and solidify.Then, described side plate 213 and described spine spare 220,222 level are together outwards pulled out to clear up described die cavity.Described second end plate 206 is opened downwards, and driven then tray member 218 rolls out from described die cavity on described castor 244 with the insulated concrete form 299 (Figure 13) of described curing.
C. be used to make the lightweight/low density material of moulded product
The present invention includes low-density/light material, it can be used for making insulated concrete form wallboard, light-weight decorative product and for example appearance of decoration, fringing, decoration window decorations and windowsill; Dowel and pillar; Flat board as external insulation and decorative system; And the structure that is used for other types under the intensity, quality of product, heat insulation, fire prevention and/or the in-problem situation of mildew-resistant needing the masonry product.
The cement that is used to prepare low-density/light material of the present invention can for example be portland cement.Aggregate can for example be polystyrene, broken plastics, timber, glass or other recyclable materials.Cement subtracts the appearance compound and can be blowing agent, for example can produce the plant base blowing agent of high-density foam bubble.A kind of favourable blowing agent is by the Goodson ﹠amp of Wheat Ridge company; Associates Co., Ltd sells with trade mark FOAMCELL A-100 by name.This blowing agent has the foaming density of every cubic feet of 29 to 35 times expansion and 1.8-2.2 pound, and per gallon can produce 270 cubic feet foam.Perhaps, known as those of ordinary skills, can use other blowing agents that produce high-density foam to replace FOAMCELL A-100.Preferably, selected blowing agent is the blowing agent that can not make selected aggregate degraded.For example, if described aggregate be the animal base or constitute by special organic material, polymer for example, so selected blowing agent not should be maybe can degrade other reagent of aggregate of animal sill.
Comprise cement, aggregate and can reduce described cement volume according to exemplary low-density/light material of the present invention and subtract the appearance compound with the cement of all the components of the described low-density/light material that is used for boning.Described low-density/light material can comprise curing accelerator in addition.When described material being injected mould when manufacturing a product, described curing accelerator will reduce the production time, that is to say, product can remove from described mould quickly.Selectively or additionally, described low-density/light material can comprise liquid polymer.When this product is used to manufacture a product, described liquid polymer will increase the intensity of final products and increase its pliability.Selectively or additionally, described low-density/light material can comprise water reducing agent, it reduces the amount of needed moisture so that described low-density/light material reaches the desirable denseness that is used to fill mould.In addition, when using described water reducing agent, described moulded product will have lighter initial weight and will comparatively fast solidify, and promptly less water evaporates from described moulded product.Therefore, when using described water reducing agent, described moulded product will have higher draw tensile strength and flexural strength very soon.Similarly, final moulded product can be prepared to use or betransported at time point early.Selectively or additionally, described low-density/light material can comprise release agent, it will make described moulded product adhere to any tendency minimum of described mould.
The described curing accelerator that uses can for example be calcic curing accelerator or other suitable curing accelerators.The described liquid polymer that uses can for example be polyurethane-base liquid polymer or other suitable liquid polymers.The described water reducing agent that uses can for example be the vast scale water reducing agent, as superplasticizer, middle ratio diminishing or other suitable water reducing agents.The described release agent that uses can for example be silica-based release agent or other suitable release agents.
Comprise that the component of described cement admixture causes being used for the cement material than helpfulness of this heat insulating concrete foam together with the combination of those components ratio separately.For example, described blowing agent produces the high-density foam that forms micro-bubble, hole or space therein when described concrete mix solidifies.Described bubble accounts for the about 15% of described curing mixture volume, has therefore produced the lighter material with insulative properties.In addition, described hole or space have increased the intensity of described curing materials.In addition, the use of polymer based filler provides the concrete material with lower fragility.
Table 1 provides the per unit prescription of exemplary low-density/light material.
Table 1
| Basic per unit prescription: (size that depends on piece) |
| 90 to 120 pounds portland cement |
| 8 pounds to 11 pounds polystyrene flours |
| 16 to 18 ounces of plant base blowing agents are to produce the high-density foam bubble |
| |
| 12 to 14 ounces of liquid polymers |
| About 95 water of 6 to 8 gallons |
| Water reducing agent (3 to 4 ounces) |
| Release agent (3 to 4 ounces) |
The mixing ratio based on weight that described exemplary low-density/light material has cement, polymer filler and blowing agent is 110: 11: 1-1.125.
A kind of illustrative methods of using described low-density/light material to manufacture a product will be described now.Water is provided and is heated to 95 degree Fahrenheit temperature.Described cement and cement are subtracted the appearance compound, and for example the plant base blowing agent adds in the described hot water.If use accelerator and/or liquid polymer, these compounds added in the described hot water.If use water reducing agent and/or release agent, also these compounds added in the described hot water.To insert with the described polystyrene that the pearl form provides and mix then, covered up to all polystyrene bead bodies.Then resulting slurry is put into selected mould and curing, prepare to remove up to resulting moulded product, for example, when using curing accelerator in the time of about 1.5 hours, described moulded product is for having the template of about 1 * 1.3 * 8 inches sizes, then this template of permission in air set about two days before preparing to use.
Persons of ordinary skill in the art will recognize that under the situation that does not break away from the present invention's instruction, can be other composition and structure.The description that this is detailed, particularly the detail of disclosed exemplary embodiment is mainly in order to illustrate to provide and from wherein understanding essential invariably restriction, because for those skilled in the art, improve when open and will become obviously when reading this, and under the situation that does not break away from desired the spirit or scope of the present invention, can improve.
Claims (18)
1. insulated concrete form comprises:
The first side wall portion;
Be roughly parallel to second side wall portion of described the first side wall portion; And
A plurality of cylindrical portion of between described side wall portion, extending, each described cylindrical portion has first tapered portion, second tapered portion and the pars intermedia that between described tapered portion, extends, described first tapered portion, second tapered portion and pars intermedia have octagonal longitudinal cross-section separately, described first tapered portion from described the first side wall portion with miter angle to described pars intermedia convergent, described second tapered portion from described second side wall portion with miter angle to described pars intermedia convergent, described first tapered portion and described second tapered portion are roughly complementary
Wherein, described a plurality of pars intermedia almost parallel each other;
Wherein, described side wall portion and described cylindrical portion limit a series of space, described space comprise a left side towards vertical horn mouth half octagon space, right towards vertical horn mouth half octagon space, go up towards horizontal horn mouth half octagon space and down towards horizontal horn mouth half octagon space;
Wherein, a described left side towards vertical horn mouth half octagon space and the adjacent right side towards vertical horn mouth half octagon space form complete vertical bell-mouthed octagon space.
2. insulated concrete form as claimed in claim 1, wherein, described cylindrical portion comprises described first tapered portion of axially aligning each other, described second tapered portion and described pars intermedia.
3. insulated concrete form as claimed in claim 1, wherein, described the first side wall portion, described second side wall portion and described pars intermedia are made of the concrete material that comprises cement, polymer filler and plant base high density blowing agent.
4. the insulated concrete form described in claim 3, wherein, the weight ratio of cement, polymer filler and blowing agent is 110: 11: 1-1.125.
5. wall construction comprises:
A plurality of insulated concrete forms, each described template comprises:
The first side wall portion,
Be roughly parallel to second side wall portion of described the first side wall portion, and
The cylindrical portion of between described side wall portion, extending, described cylindrical portion has first tapered portion, second tapered portion and the pars intermedia that between described tapered portion, extends, described first tapered portion, second tapered portion and pars intermedia have octagonal longitudinal cross-section separately, described first tapered portion from described the first side wall portion with miter angle to described pars intermedia convergent, described second tapered portion from described second side wall portion with miter angle to described pars intermedia convergent, described first tapered portion and described second tapered portion are roughly complementary
Wherein, described a plurality of templates are placed adjacent one another, thus the described pars intermedia of described template almost parallel each other;
Wherein, described side wall portion and described cylindrical portion limit a series of space, described space comprise a left side towards vertical horn mouth half octagon space, right towards vertical horn mouth half octagon space, go up towards horizontal horn mouth half octagon space and down towards horizontal horn mouth half octagon space;
Wherein, a described left side towards vertical horn mouth half octagon space and the adjacent right side towards vertical horn mouth half octagon space form complete vertical bell-mouthed octagon space; And
Wherein, described wall construction is configured to have the interlocking between described cylindrical portion and the beam column graticule mesh in horn mouth octagon space.
6. structure as claimed in claim 5, wherein, described space is packed into the material that can harden.
7. structure as claimed in claim 6, wherein, the described material that can harden is a concrete.
8. structure as claimed in claim 7, wherein, described space has at least one reinforcing bar.
9. structure as claimed in claim 5, wherein, described space has at least one reinforcing bar.
10. mould that is used to form insulated concrete form as claimed in claim 1 comprises:
Elongation level framework with opposite end and opposite side;
First end plate and second end plate, each described end plate extends upward and has an opposed inside along frame end separately;
First group of arm and second group of arm, every group of arm is connected to described framework along the respective side of described framework with sliding type, and from the described respective side horizontal expansion of described framework;
First side plate and second side plate, each described side plate is connected to corresponding group of arm and extends upward, and each described side plate has opposed inside;
By the driven tray member of described frame supported, described driven tray member and described end plate and described side plate inboard than the lower curtate adjacency; And
The first spine spare and the second spine spare, the described first spine spare is connected to the inboard of described first side plate, and the described second spine spare is connected to the inboard of described second side plate;
Wherein, described first end plate, described second end plate, described first side plate, described second side plate, described driven tray member, the described first spine spare and the described second spine spare cooperate to limit die cavity; And
Wherein, can be by the guiding of described group of arm described first side plate and second side plate and the described first spine spare and the second spine spare level be together outwards pulled out, to clear up described die cavity.
11. the mould that is used to form insulated concrete form as claimed in claim 10, wherein, described second end plate hingedly is connected corresponding frame end.
12. the mould that is used to form insulated concrete form as claimed in claim 11 further comprises: the horizontal leg wheel plate of elongation, it has towards last surface; And a plurality of be positioned described towards last lip-deep castor, each described castor have go up towards the roller element of load-bearing, described castor plate is positioned between described framework and the described driven tray member, thereby the described load-bearing roller element of described a plurality of castors supports described driven tray member; Wherein, described second end plate can rotate around corresponding frame end, so that described driven tray member rolls out from described die cavity on described castor.
13. the mould that is used to form insulated concrete form as claimed in claim 10, wherein, described spine spare has a plurality of relative lug boss that joins, and described relative lug boss limits by being formed at the horizontal space of the template in the described mould.
14. the mould that is used to form insulated concrete form as claimed in claim 13, wherein, described spine spare further has the base portion along described side plate, and described base portion limits longitudinal space along the periphery that is formed at the template in the described mould.
15. the mould that is used to form insulated concrete form as claimed in claim 14, wherein, described base portion has half octagonal cross-section, wherein, the post portion lug boss that described relative lug boss comprises the end bosses portion with half octagonal cross-section and has octagonal cross-section, and comprising the octagon wedge, it is across between described base portion and the described relative lug boss.
16. the mould that is used to form insulated concrete form as claimed in claim 10, wherein, further have the pad that is connected with removably along the top of described end plate and described side plate, described pad allows the part of the described die cavity of described spine spare top is increased extra thickness.
17. the mould that is used to form insulated concrete form as claimed in claim 16, wherein, described pad removes from described side plate, and be placed between described framework and the described driven tray member, with the described driven tray member that raises, and reduce the thickness of the part of the described die cavity between described spine spare and the described driven tray member.
18. the mould that is used to form template as claimed in claim 10, wherein, described side plate also has wheeled supporting leg, and this wheeled supporting leg is in the weight that allows described side plate is pulled out or supported from described framework described side plate when described framework pushes.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US74430306P | 2006-04-05 | 2006-04-05 | |
| US60/744,303 | 2006-04-05 | ||
| PCT/US2007/066070 WO2007118150A2 (en) | 2006-04-05 | 2007-04-05 | Insulated concrete form and mold for making same |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101454520A CN101454520A (en) | 2009-06-10 |
| CN101454520B true CN101454520B (en) | 2011-09-28 |
Family
ID=38581822
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2007800195135A Active CN101454520B (en) | 2006-04-05 | 2007-04-05 | Insulated concrete form and mold for making same |
Country Status (3)
| Country | Link |
|---|---|
| US (1) | US20070245659A1 (en) |
| CN (1) | CN101454520B (en) |
| WO (1) | WO2007118150A2 (en) |
Families Citing this family (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ITBO20070351A1 (en) * | 2007-05-11 | 2008-11-12 | Angelo Candiracci | PANEL FOR THE CONSTRUCTION OF A BUILDING CONSTRUCTION. |
| DE102009027842A1 (en) | 2009-07-20 | 2011-01-27 | Robert Bosch Gmbh | Ultrasonic measuring device and method for evaluating an ultrasonic signal |
| CN102873741B (en) * | 2012-09-13 | 2014-08-06 | 燕山大学 | Moveable mould |
| US9175486B2 (en) * | 2013-03-12 | 2015-11-03 | Icf Mform Llc | Insulating concrete form (ICF) system with modular tie members and associated ICF tooling |
| US10364569B2 (en) * | 2014-01-23 | 2019-07-30 | Harvel K. Crumley | Guide device for retaining ties in masonry walls |
| CN104847029A (en) * | 2014-02-17 | 2015-08-19 | 于珓 | COFO-multifunctional anti-shake energy-saving combined building material |
| CN104002368B (en) * | 2014-05-21 | 2017-04-12 | 杨炎林 | Method for making molds convenient to disassemble and assemble in precast concrete element production process |
| AT520739B1 (en) * | 2018-03-06 | 2019-07-15 | Progress Holding Ag | A form assemblage |
| EP3802984B1 (en) * | 2018-06-01 | 2024-09-11 | Matter Up Pty Ltd | Void former |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4175888A (en) * | 1978-06-12 | 1979-11-27 | Iida Kensetsu Co., Ltd. | Block for constructing breakwater |
| US4485604A (en) * | 1981-03-09 | 1984-12-04 | Rocco Palamara | Modular building elements which form when assembled a network of conglomerate or reinforced concrete to form a bearing structure which is also anti-seismic |
| CN1043180A (en) * | 1988-08-16 | 1990-06-20 | 保罗·乃博·努森 | The protecting building block that is used for shore protection |
| CN2129772Y (en) * | 1992-08-19 | 1993-04-14 | 中国人民解放军第二炮兵工程设计研究所 | Dumbbell shape paving brick capable of planting grass |
| CN2245078Y (en) * | 1995-06-20 | 1997-01-15 | 南京统美海洋科技发展有限公司 | Wave-absorbing energy-absorbing revetment regular hexagon hollow triangle block for coast and river engineering |
Family Cites Families (36)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1588332A (en) * | 1925-03-17 | 1926-06-08 | Frank E Peters | Building wall |
| US1974564A (en) * | 1932-06-03 | 1934-09-25 | Frank C Donovan | Building block |
| US2075038A (en) * | 1935-02-18 | 1937-03-30 | John C Hutchinson | Method and apparatus for manufacturing aerating blocks for sewage disposal filter beds |
| US2701959A (en) * | 1946-07-31 | 1955-02-15 | Harold L Briggs | Sectional block masonry |
| US2541460A (en) * | 1948-01-15 | 1951-02-13 | Orva E Bugh | Road sign |
| US2706109A (en) * | 1950-03-11 | 1955-04-12 | Jarvis C Marble | Heat transfer elements of ceramic material |
| US3867159A (en) * | 1970-10-22 | 1975-02-18 | Stanley Works | Foamed concrete structures |
| US3758319A (en) * | 1970-10-22 | 1973-09-11 | Stanley Works | Method for forming foamed concrete structures |
| US3878278A (en) * | 1971-10-21 | 1975-04-15 | Charles H Miller | Lightweight reinforced structural material |
| JPS5056004A (en) * | 1973-09-14 | 1975-05-16 | ||
| US3877236A (en) * | 1973-10-05 | 1975-04-15 | Neill Raymond J O | Crib block and structure |
| US4251196A (en) * | 1979-04-18 | 1981-02-17 | Atlantic Pipe Corporation | Apparatus for precasting concrete products |
| US4295313A (en) * | 1979-12-10 | 1981-10-20 | Rassias John N | Building blocks, wall structures made therefrom and methods of making the same |
| JPS5789006A (en) * | 1980-11-21 | 1982-06-03 | Iida Kensetsu Kk | Construction of wave dissipation block |
| US4351507A (en) * | 1981-01-16 | 1982-09-28 | Doublewal Corporation | Multi-part form with improved tie and stripping means |
| US4380409A (en) * | 1981-08-17 | 1983-04-19 | Neill Raymond J O | Crib block for erecting bin walls |
| NL8400426A (en) * | 1984-02-09 | 1985-09-02 | Stichting Wereldwoningen | METHOD FOR MANUFACTURING INSULATING, POROUS SHAPED ARTICLES AND BUILDINGS BUILT WITH SUCH SHAPED ARTICLES |
| USD300863S (en) * | 1986-05-29 | 1989-04-25 | The Clear Flow Co., Inc. | Crib block for retaining walls |
| US5087150A (en) * | 1989-10-12 | 1992-02-11 | Mccreary Donald R | Method of constructing a seawall reinforcement or jetty structure |
| USD333354S (en) * | 1991-01-30 | 1993-02-16 | Adams Products Company | Mortarless masonry block |
| USD340775S (en) * | 1991-07-24 | 1993-10-26 | Newblock Corporation | Concrete block |
| IT1257290B (en) * | 1992-11-18 | 1996-01-12 | Sirprogetti Srl | BLOCK FOR CONSTRUCTION, PROCEDURE FOR ITS MANUFACTURE AND WALL STRUCTURE REALIZED WITH THE USE OF SUCH BLOCKS. |
| AUPN033194A0 (en) * | 1994-12-30 | 1995-01-27 | Jannock Limited | Dry stackable masonry unit and methods of manufacture and use |
| US5788423A (en) * | 1995-09-08 | 1998-08-04 | G.P. Industries, Inc. | Masonry block retaining wall with attached keylock facing panels and method of constructing the same |
| US6085480A (en) * | 1997-05-08 | 2000-07-11 | Baldwin; Robert A. | Building block having a wooden attachment layer |
| US6145267A (en) * | 1997-09-25 | 2000-11-14 | Pardo; Jorge | Interlocking blocks of precise height |
| US5855102A (en) * | 1998-02-18 | 1999-01-05 | Chang; Houn-I | Molded brick module |
| TR200102955T2 (en) * | 1998-03-24 | 2002-06-21 | University Of Ottawa | Renewal of existing concrete columns by applying external pressure |
| AUPP970099A0 (en) * | 1999-04-09 | 1999-05-06 | James Hardie International Finance B.V. | Concrete formulation |
| US6240693B1 (en) * | 1999-05-28 | 2001-06-05 | Gary L. Komasara | Interlocking and insulating form pattern assembly for creating a wall structure for receiving poured concrete and method for producing a form pattern assembly |
| US6488491B1 (en) * | 1999-06-21 | 2002-12-03 | Besser Company | Apparatus for molding blocks having air knife cleansing system |
| US20020017070A1 (en) * | 2000-06-30 | 2002-02-14 | Batch Juan R. | Plastic module for insulated concrete waffle wall |
| US6564524B1 (en) * | 2001-07-13 | 2003-05-20 | Christian Gruita | Modular construction system |
| AU2003230016A1 (en) * | 2002-05-13 | 2003-11-11 | Octagon Europe Limited | Modular construction system |
| US6953309B1 (en) * | 2004-07-13 | 2005-10-11 | Anchor Wall Systems, Inc. | Concrete block with batter indicators |
| US20060185309A1 (en) * | 2005-01-13 | 2006-08-24 | Ness John T | Masonry blocks and masonry block assemblies having molded utility openings |
-
2007
- 2007-04-05 WO PCT/US2007/066070 patent/WO2007118150A2/en active Application Filing
- 2007-04-05 CN CN2007800195135A patent/CN101454520B/en active Active
- 2007-04-05 US US11/697,064 patent/US20070245659A1/en not_active Abandoned
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4175888A (en) * | 1978-06-12 | 1979-11-27 | Iida Kensetsu Co., Ltd. | Block for constructing breakwater |
| US4485604A (en) * | 1981-03-09 | 1984-12-04 | Rocco Palamara | Modular building elements which form when assembled a network of conglomerate or reinforced concrete to form a bearing structure which is also anti-seismic |
| CN1043180A (en) * | 1988-08-16 | 1990-06-20 | 保罗·乃博·努森 | The protecting building block that is used for shore protection |
| CN2129772Y (en) * | 1992-08-19 | 1993-04-14 | 中国人民解放军第二炮兵工程设计研究所 | Dumbbell shape paving brick capable of planting grass |
| CN2245078Y (en) * | 1995-06-20 | 1997-01-15 | 南京统美海洋科技发展有限公司 | Wave-absorbing energy-absorbing revetment regular hexagon hollow triangle block for coast and river engineering |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2007118150A3 (en) | 2008-12-04 |
| US20070245659A1 (en) | 2007-10-25 |
| WO2007118150A2 (en) | 2007-10-18 |
| CN101454520A (en) | 2009-06-10 |
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