CN1926291A - Fiber reinforced cement board and foam plastic insulated stay in place forms systems with perforated metal stud for cencrete reinforced structure - Google Patents
Fiber reinforced cement board and foam plastic insulated stay in place forms systems with perforated metal stud for cencrete reinforced structure Download PDFInfo
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- CN1926291A CN1926291A CNA2004800298941A CN200480029894A CN1926291A CN 1926291 A CN1926291 A CN 1926291A CN A2004800298941 A CNA2004800298941 A CN A2004800298941A CN 200480029894 A CN200480029894 A CN 200480029894A CN 1926291 A CN1926291 A CN 1926291A
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- concrete slab
- mentioned
- pilaster
- compression
- metal sheet
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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
- E04B2/8635—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties attached to the inner faces of the forms
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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
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2002/0202—Details of connections
- E04B2002/0243—Separate connectors or inserts, e.g. pegs, pins or keys
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
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Abstract
Disclosed herein is a form panel system that is capable of constructing a frame structure including a wall of a concrete-based building and a concrete structure including various retaining walls for civil-engineering works. The form panel system comprises compression cement boards disposed opposite to each other while being spaced a predetermined distance from each other, the compression cement boards being reinforced with fiber materials, reinforcing boards obtained by forming the compression cement boards in predetermined shapes, or foamed plastic heat insulating panels, and metal plate studs disposed between the compression cement boards. The metal plate studs are composed of metal plates having predetermined thicknesses and distances therebetween, which are selected depending on the durability off concrete. Each of the metal plate studs has at least one opening formed therein. Each of the metal plate studs is provided at both opposite side ends thereof with bent parts. The metal plate stud is fixed to the respective compression cement boards by means of fixing pieces, and concrete is injected and cured into the space between the compression cement boards, to which the metal plate studs are fixed and the foamed plastic heat insulating panels are attached.
Description
Technical field
The present invention relates to constitute the base wall of building or concrete structure, floor gap floor, the template of ceiling etc. and utilize the compression concrete slab of metal sheet pilaster and the fixed template system that the steel pilaster is used for the enhancing of vertical direction.
Background technology
Fig. 1 is the oblique view that constitutes the concrete steel shelf structure according to the template system of traditional plywood template and reinforcing bar.As shown in Figure 1, the formation of the concrete structure of traditional architecture or building mainly is by vertical or horizontal direction reinforcing bar 1 to be set with height according to the wall thickness for formation base wall or wall design, 3, utilize another reinforcing bar 3 crooked around it and make dihedral or circular shape thing, encase with iron wire again or the additional order of tying is carried out arrangement of reinforcement work.And, along oppose the mutually template of timber or ferrous materials of the bar construction of arrangement of reinforcement, to pass through template 4,5 connection pin-and-hole 6 insertion connecting pins and the mode that interfixes form template framework, inject in reinforcing bar and the concrete frame concrete seven through three days to the maturing process in a week and dry run during the concrete seven sclerosis, disintegration template 4,5.Protruding from the supporting pin of concrete surface or the protrusion of even concrete surface then is widely used at retaining wall formula reinforcing bar, on the formation of concrete steelframe.
So traditional retaining wall formula steel concrete steelframe mode not only needs plank or steel form in large quantities, and for interconnect and support shuttering after constitute framework, parts and manpower consumption's time and cost burden are quite heavy in a large number because of comprising brace table etc.Hold up a large amount of reinforcing bars in addition, after crooked another reinforcing bar, intersect mutually and tie or the framework of combination constitutes and the dry together concrete of binding operation disintegrates afterwards that template is cancelled needed a lot of parts and manpower has consumed time and expense in a large number with iron wire.
And, during works such as formation building,, other heat insulating materials such as expanded polystyrene (EPS), rock wool, glass fiber are coated with concrete mortar earlier, then attached on the concrete surface in order to be incubated and thermal insulation.
On the other hand, in order to improve the problem of retaining wall formula steel concrete steelframe mode, developed the technology that the expanded polystyrene (EPS) hollow pot is used as template.
The hollow block structured oblique view of expanded polystyrene (EPS) that Fig. 2 is to use traditional forming machine to make.As shown in Figure 2, be included in the expanded polystyrene (EPS) hollow pot of foaming machine manufacturing that the expanded polystyrene (EPS) hollow pot portion 8 of projection 9 is formed at top and the piece supporting pin 11 of metal material between the inside of above-mentioned expanded polystyrene (EPS) hollow pot portion 8 and expanded polystyrene (EPS) hollow pot portion 8.
The expanded polystyrene (EPS) hollow pot mode so made is metal derby supporting pin 11 to be placed under the state of mould inside by the foaming machine the light outstanding expanded polystyrene (EPS) of insulation effect again is injected into after the mould, increase temperature the high-pressure steam off-type, then cool drying and moulding.
But so the expanded polystyrene (EPS) hollow pot uses Mold Making, and hollow block-shaped and structure is restricted when therefore wanting off-type, and increasing hollow pot also needs to strengthen mould when big or small, so non-economy.And, not only need high price foaming machine, and slightly different its mould of correspondence of also will making in addition of the size and dimension of hollow pot, the cost of equipment burden of making hollow pot is quite heavy.And, for foaming, moulding process, cooling and a lot of times of drying process consumption, and reduced productivity.
And, the hollow pot metallic support pin of mould mode is not connected mutually with the metallic support pin of another hollow pot, therefore after hollow pot inside is provided with reinforcing bar by vertical and horizontal direction, tie one by one with other iron wire, arrange reinforcing bar and will consume a lot of manpowers and time with the operation of iron wire combination.And, when concrete is injected into expanded polystyrene (EPS) hollow pot inside, because of concrete load and pressure overwhelm the expanded polystyrene (EPS) hollow pot or flows out liquid concrete from the connecting portion between the hollow pot, need engage one by one or paste Appendage Task with adhesives such as polyurathamcs by the hollow pot connecting portion that is provided with up and down.
And being filled in after the hardening of concrete of expanded polystyrene (EPS) hollow pot also, expanded polystyrene (EPS) material material directly exposes at the works external surface therefore easily breaking out of fire.In order to address these problems, adhere in the hollow pot inside and outside before the various inside/outside decorative materials such as coating, wallpaper or timber, ceramic tile, marble, must go up the coating concrete by works comprehensively.But concrete is not easy to stick on the polystyrene material material, so adhere to earlier after other glass fiber mesh or the wire gauze etc., thickeies its thickness when smearing mortars such as concrete.And, adhere to above it after timber or the metal angle section, to carry out the internal and external ornament operation in addition.
Figure 45 is the retaining wall formula steel concrete steelframe mode figure that constitutes traditional floor.As shown in figure 45, the retaining wall formula steel concrete steelframe mode that constitutes traditional architecture thing floor is by being horizontally disposed with after plank or the steel form 4 between wall 13 and wall 14, gripper shoe 12 as fill concrete is used, and reinforcing bar 1 and Side shuttering 5 on the coagulation and the gripper shoe 12 that is stacked in top supported with a plurality of steel pipes 15 in the floor of lower floor.
The conventional art mode that constitutes these floor gap floors is in order to reduce the load burden of gripper shoe 12, on lower floor, hold up steel pipe 15 and support template such as the plywood gripper shoe 12 of holding concurrently, hold up the operation elapsed time and the expense of steel pipe, as long as the next steel pipe that falls also bears reinforcing bar and concrete load and the pressure that incessantly is stacked in top, gripper shoe integral body is collapsed and is usually had an accident, and therefore has human life and the impaired danger of property.
Though the opposition concrete slab was arranged template form that both tighten with rope, but these structures are being prepared the concrete stage of injection, for the determining deviation between the concrete slab, externally brace table need be set, or the structure of other maintenance spacing is set between concrete slab.
And, for convenience, between template, formed the tightening structure of fixing tube during the pipe arrangement construction, but these structures all pipes have been established before laying concrete, and because concrete and pipe arrangement pipe are fixing with the one combination, so there is the problem that to change pipe arrangement.
Summary of the invention
The present invention creates for the problem that solves conventional art, the object of the present invention is to provide in order simply to be provided with and to have both heat insulating material and inside/outside decorative material, comprise foamed plastic plate and compression concrete slab, the reinforcing material that replaces the vertical or horizontal direction of vertical or horizontal direction reinforcing bar is with the compression concrete slab that uses the metal sheet pilaster or strengthen the compression concrete slab that strengthens with bonded block and the fixed template system of concrete one that uses the steel pilaster.
When the present invention constitutes the wall of building or building concrete structure, minimizing is at retaining wall formula reinforcing bar, concrete steel is configured to the main too much reinforcing bar that uses in the mode, the timber plywood, the steel form material, minimizing the process of tightening such as is tied one by one and is formed the complex job process of template framework with bar bending or with iron wire, time and the manpower and the expense of saving installation disintegration framework etc., and reduce and to protrude from the brace table of concrete surface or the evenly operation on protuberance surface and with other concrete in addition after the disintegration template, the engineerings such as inside and outside bricklayer's operation that mortar etc. carry out, additional noninflammability, the function of thermal insulation ornament materials.
And, follow in order to constitute the plate shape, the expanded polystyrene (EPS) raw material is injected into foaming machine and mould by the globule state, when the mould mode hollow pot of injection high-temperature high-pressure steam compares, do not use foaming machine and mould and utilize the hot line forming machine, therefore the template that is easy to make different shape improves productivity and obtains moulding U.S..
And, constitute floors such as building, during beam column etc., do not use the gripper shoe and the brace summer of template form, therefore save time and expense, prevent phenomenon sagging when using reinforcing bar etc., keep certain height and spacing and obtain stable structure.
And,, follow in the building site and use reinforcing bar and template formation base wall in advance with the base wall and the outer wall of integral production works in manufacturing works, when reconstituting the operation comparison of outer wall in the above, save time and expense.
Therefore and foamed plastic plate plays the heat insulating material effect, shortens the technology of adhering to heat insulating material in addition, and to possess the heat insulating material insulation effect outstanding because of both sides.
And, the outstanding fiber twine of intensity, adhibit quality, water proofing property and noninflammability is strengthened the compression concrete slab attached to plate one side, thus various ornament materials such as convenient suitable ceramic tile or timber, marble, wallpaper.
Strengthen the intensity of compression concrete slab, thereby reduce such as amount of concrete.
Inject after the concrete also not split pattern plate, make it concrete and carry out long-term aquation, improve intensity than the reinforced concrete structure of traditional approach.
By being combined in spacing between the metal sheet pilaster decision compression concrete slab between the compression concrete, replace by reinforcing bar vertical or that horizontal direction is provided with.
One plane bonded block prevents to expose concrete simultaneously, makes things convenient for transportable concrete.
The metal sheet pilaster forms the hole that narrows down gradually downwards, firmly is combined on the metal sheet pilaster according to chock effect reinforcing bar.
And, freely dredge concrete by metal sheet pilaster and two planes in conjunction with member apertures, thereby strengthen and maintenance concrete internal force.
And compression thickness is set on the concrete slab and spacing strengthens bonded block freely, thereby strengthens the result of the compression coagulate plate and the concrete internal force that is enhanced.
In order to solve above-mentioned technical task, the invention provides and be positioned at compression concrete slab that strengthens with the fibrous material that opposes mutually at a certain distance and the reinforcement plate that forms the compression concrete slab by definite shape, perhaps between foamed plastic warming plate and the above-mentioned compression concrete slab, comprise and form a hole at least and there is sweep both sides, the metal sheet pilaster of forming along the selected metal sheet of concrete internal force with certain thickness and spacing, utilize fixture to tighten above-mentioned compression concrete slab and metal sheet pilaster, tighten above-mentioned metal sheet pilaster and in conjunction with the foamed plastic warming plate, inject concrete in the space between the above-mentioned compression concrete slab and concrete steelframe one fixed heat insulating material that the fiber reinforcement compression concrete slab that hardens and foamed plastic plate and porose metal pilaster freely constitute by horizontal or vertical direction and the template system that is used for internal and external ornament.
According to the fixed template system of one that comprises metal pilaster of the present invention with fiber reinforcement compression concrete slab and foamed plastic plate and hole, when constituting the wall of building or building concrete structure, minimizing is at retaining wall formula reinforcing bar, concrete steel is configured to the main too much reinforcing bar that uses in the mode, the timber plywood, the steel form material, minimizing is with bar bending or process such as tie and form the complex job process of template framework, time and the manpower and the expense of saving installation disintegration frameworks etc., the other evenly technologies such as operation on protuberance surface obtain effect simultaneously after the template that do not need to disintegrate.Specifically, use compression concrete slab in plate body of the present invention system to utilize the roller bearing compression and form glossily and itself have a function of internal and external ornament.
Inject concrete and want to use the compression concrete on the template of slaking at example of the present invention, also not disintegrating after the hardening of concrete of injection comprises the template of compress concrete slab, thereby strengthens compression concrete strength and minimizing injection amount of concrete.
And, traditional template is injected concrete about 3 days to 7 days templates of disintegrating after the age concrete afterwards, moisture evaporates rapidly and has reduced intensity then, but template system according to the present invention is to inject the fixed of template of also not disintegrating after the concrete, by concrete moisture 28 days later on also slowly the long-term aquation of evaporation carry out slaking.Use the concrete structure of template system of the present invention to improve 30% approximately according to these than the intensity that disintegration separates the traditional approach concrete structure of plank, steel form.
Be combined in spacing between the metal sheet pilaster decision compression concrete slab between the compression concrete slab according to the present invention, contemporary for the vertically disposed reinforcing bar of pressing that uses in template, therefore do not use other structure to form the concrete structure of correct thickness yet, can omit the operation that reinforcing bar is set.
And, one plane bonded block prevents to expose concrete in the connecting portion slit between compression concrete slab or the foamed plastic plate, interconnect the space between the plate simultaneously, the concrete that injects in a side moves to overall space along space between the plate, and lays concrete square just.Identical effect also can realize by the porous of two plane bonded blocks.That is, two plane bonded blocks are in conjunction with the plate of opposition mutually, simultaneously also in conjunction with the plate on the same level, and interconnect space between the plate by porous.
The metal sheet pilaster that the present invention uses forms porous, and horizontal reinforcing materials such as reinforcing bar or steel pipe connect the porous of metal sheet pilaster by horizontal direction and are provided with.And, the porous shape under action of gravity by below narrow down gradually, when inserting reinforcing bar, reinforcing bar is incorporated into porous according to the wedging effect of deadweight, add when defeating reinforcing bar for a short time, therefore firmly be combined on the metal sheet pilaster according to the wedging effect, do not tie one by one when also laying concrete as the reinforcing bar of horizontal reinforcing material etc. and do not exceed its position.
And the porous of metal sheet pilaster is bigger than the sectional area of horizontal reinforcing material, therefore horizontal reinforcing material is being set, and utilizes the redundant space concrete freely to dredge in the space between the plate simultaneously.
And, be located at the bonded block that strengthens on the straight line of compression concrete slab inboard by level or vertical direction and strengthening the compression concrete slab, make it to compress concrete slab and fully bear pressure in the concrete.
And, the metal sheet pilaster is connected when a plurality of, can form the wall body of different-thickness, thereby base wall and upper strata wall are constituted multilayer, finish basis and wall body once and construct.
The present invention forms the multiple of metal sheet pilaster by compression concrete slab height, thereby connects the compression concrete slab by multilayer.
And, asymmetric or be irregularly formed metal sheet pilaster and foamed plastic pilaster shape, thereby applicable to structures such as retaining wall or dykes.
And pipe can be by being formed on the porous of metal sheet I type foamed plastic bonded block and two plane bonded blocks etc., thereby finish electric wire, phone, communications patching construction simultaneously with forming wall body.
Plate body system uses lid to cover the open portion of different shape between the compression concrete slab, thereby doorframe, window frame structure also are easy to form.
And, be not to use foaming machine or mould, but utilize computermatic or automatic control type hot line forming machine.Thereby shape of template and size are unrestricted.Can differently make and can make in a large number, thereby improved moulding U.S. and productivity.
When constituting floor, beam column such as building etc., do not use the gripper shoe of template form and support pillar etc., thereby save time and expense.Prevent sagging when using reinforcing bar etc., keep certain height and spacing and obtain stable structure.
And the present invention constitutes the base wall and the wall body of works in manufacturing works in advance with one, follows the mode of tightening formation in building site processing reinforcing bar and template relatively the time, saves time and manpower and expense.
Be provided with the template of foamed plastic plate heat insulating material in both sides in advance, therefore remove and go up the technology that other coating mortar adheres to heat insulating material on the coagulation, saved manpower and expense.Improve thermal insulation and heat insulating ability because of both sides possess heat insulating material, reduce U-factor coefficient of overall heat transmission and the energy conservation excellent.
The compression concrete slab that the outstanding glass fiber of intensity, adhibit quality, water proofing property and noninflammability is strengthened is adhered in the plate both sides, thus various ornament materials such as convenient suitable ceramic tile or timber, marble, wallpaper.
Description of drawings
Fig. 1 is the oblique view according to the concrete steel shelf structure of the template system formation of using traditional plywood template and reinforcing bar.
The hollow block structured oblique view of expanded polystyrene (EPS) that Fig. 2 is to use traditional forming machine to make.。
Fig. 3 is to use the oblique view at the compression concrete slab of template system of the present invention.
Fig. 4 to Fig. 6 is fixed on the concrete slab enhancing bonded block of compression concrete slab and the oblique view that concrete slab strengthens the metal bonded block.
Fig. 7 to Fig. 9 engages the oblique view that compression concrete slab and concrete slab enhancing bonded block or concrete slab strengthen the compression concrete slab combination of metal bonded block.
Figure 10 is the compression concrete slab combination oblique view that strengthens bonded block at the compression concrete slab by horizontal direction in conjunction with concrete slab.
Figure 11 is the concrete slab bonded block oblique view that connects the compression concrete slab combination of template system according to the present invention.
Figure 12 to Figure 14 is the oblique view that the compression concrete slab combination of the template system according to the present invention is provided with by " linear pattern ", " angle type " and " T font ".
Figure 15 is provided with the part oblique view that the compression concrete slab that strengthens bonded block prevents to expose structure by horizontal direction.
Figure 16 is the oblique view of the foamed plastic plate of template system according to the present invention.
Figure 17 is to use the plan view in another form of foamed plastic plate of the template system according to the present invention.
Figure 18 is the oblique view of the heating wire forming machine of processing foamed plastic plate.
Figure 19 is the oblique view that is combined in compression concrete slab assembly at the foamed plastic plate of the template system according to the present invention.
Figure 20 and Figure 21 use respectively at the fixed floor of template system of the present invention to use bonded block and connect pilaster metal sheet bonded block figure.
Figure 22 and Figure 23 are the oblique views that uses binding reinforcement on the metal sheet pilaster of template system of the present invention respectively.
Figure 24 to Figure 29 is the oblique view that uses respectively in " " of template system of the present invention type metal sheet pilaster.
Figure 30 and Figure 31 are to use the metal sheet pilaster instance graph of the porous formation that also narrows down gradually at template system of the present invention downwards.
Figure 32 and Figure 33 are to use the oblique view in the foamed plastic pilaster of template system of the present invention.
Figure 34 is the oblique view according to template system of the present invention.
Figure 35 is the oblique view that connects on same level according to a plane bonded block of template system compression concrete slab of the present invention.
Figure 36 is respectively at the plan view of the compression concrete slab of same level combination according to a plane bonded block.
Figure 37 is the oblique view of metal sheet one plane bonded block.
Figure 38 is to use hardening of metal sheet one plane bonded block to close the plan view of form.
Figure 39 is provided with the simple plan view of the compression concrete slab of foamed plastic plate according to metal sheet two plane bonded block combinations.
Figure 40 is the cross-sectional view according to another example of template system of the present invention.
Figure 41 is the cross-sectional view according to another example of template system of the present invention.
Figure 42 is the cross-sectional view according to another example of template system of the present invention.
Figure 43 is the part oblique view according to another example of template system of the present invention.
Figure 44 is to be again the part oblique view of another example according to template system of the present invention.
Figure 45 is the retaining wall formula steel concrete steelframe mode figure that constitutes traditional floor.
Figure 46 is to use the brace summer oblique view at table top template system of the present invention.
Figure 47 is to use at the foamed plastic floor of the table top template system of compression concrete slab according to the present invention and floor, top oblique view.
Figure 48 is to use the oblique view according to the multilayer foamed table top template system of compression concrete slab of the present invention.
Figure 49 is the partial building sectional view that is suitable for according to template system of the present invention and table top template system.
The specific embodiment
In following structure that describe in detail to use the fixed template system of the compression concrete slab of example and steel pilaster with reference to accompanying drawing according to the present invention.
Fig. 3 is to use the oblique view at the compression concrete slab of template system of the present invention.As shown in Figure 3, the compression concrete slab 20 of template system is main according to the present invention syntheticly makes magnesia and magnesium chloride after the clay state as the concrete of the magnesium oxide concrete of principal component or silicic acid (tripoli) matter and china clay, combined fiberglass or synthetic resin or after the two sides strengthens and weaves sparse glass fiber or synthetic resin twine in the synthetic, utilize the compression forming of high pressure roller bearing, generally have 180kg/cm
2Above compressive strength.Therefore, comprise the above lattice type glass fiber mesh 23 of 40 twines that is formed on compression concrete slab 20 inside or two sides.
But, replace above-mentioned silicic acid matter or magnesia can use the silicate series concrete according to compression concrete slab of the present invention, with another non-flame properties concrete material of morphosis of high pressure roller bearing compression, use to have 180kg/cm
2The roller bearing compression strong concrete plate that the cellulose of above compressive strength strengthens also is to belong in the scope of the invention.
And, as strengthening the reinforcement material that the compression concrete slab uses, not only use glass fiber mesh, and can use reinforced plastics or rock wool Deng to prevent the reinforcing material of broken concrete various materials.
Fig. 4 to Fig. 6 is fixed on the concrete slab enhancing bonded block of compression concrete slab and the oblique view that concrete slab strengthens the metal bonded block.To shown in Figure 6, concrete slab strengthens bonded block 30,31 makes the cut-out of compression concrete slab be shaped to contrary ladder shape or straight tetragonal cross section as Fig. 4.As another example of concrete slab bonded block, the outstanding metal sheet of intensity is formed concrete slab " C type " enhancing metal bonded block 33 crooked twice as the gold-plated steel plate of zinc melting.
Fig. 7 to Fig. 9 engages the oblique view that compression concrete slab and concrete slab enhancing bonded block or concrete slab strengthen the compression concrete slab combination of metal bonded block.To shown in Figure 9, the combination 35,36,37 of compression concrete slab is pressed longitudinal direction in the one side of compression concrete slab 20 as Fig. 7, promptly adheres to concrete slab by vertical direction and strengthens bonded block 30,31 and concrete slab " C type " enhancing metal bonded block 33.These adhere to is according to fixedly realizations such as the stickup of adhesive or screws.Inner space by space between the concrete slab enhancing bonded block 30,31 or concrete slab " C type " strengthen metal bonded block 33 is provided with the metal sheet pilaster, strengthens the position that is provided with of bonded block guide wire wooden partition post.
Figure 10 is the compression concrete slab combination oblique view that strengthens bonded block at the compression concrete slab by horizontal direction in conjunction with concrete slab.As shown in figure 10, concrete slab enhancing bonded block 34 is pressed transverse direction in conjunction with compression concrete slab 20.When these hang down as the single wall body, not being that the short relatively enhancing bonded block of a plurality of length is set, is both economical but the relatively long enhancing bonded block of several length is set.And, be suitable for the buckling load more being needed to strengthen the situation that transverse bending is loaded than strengthening.Though it is not shown, the metal sheet pilaster utilizes fixture and compression concrete slab to tighten by strengthening the bonded block face, as as compressing the inanimate matter adhesive material that concrete slab and concrete slab strengthen the identical type of bonded block 34, use aqueous silicate of soda, outstanding potassium silicate, lithium metasilicate, the coloidal silica of water resistance.
Figure 11 is the concrete slab bonded block oblique view that connects the compression concrete slab combination of template system according to the present invention.As shown in figure 11, compression concrete slab bonded block 39 mutually combines and compresses the concrete slab combination, the screw hole 40 of crooked 90 degree of the metal sheet of the gold-plated steel plate materials of zinc melting and formation fixed screw.
Figure 12 to Figure 14 is the oblique view that the compression concrete slab combination of the template system according to the present invention is provided with by " linear pattern ", " angle type " and " T font ".To shown in Figure 14, compression concrete slab combination 35,42,43 forms " angle type 42 " and " T font 43 " after connecting by " linear pattern 35 " setting or by concrete slab bonded block 38 right angles according to purposes as Figure 12.
Figure 15 is provided with the part oblique view that the compression concrete slab that strengthens bonded block prevents to expose structure by horizontal direction.As shown in figure 15, by horizontal direction enhancing bonded block 34a is set, the compression concrete slab 20 of 34b about in conjunction with the time, the compression concrete slab of one side strengthens bonded block 34a must be longer than the end of compression concrete slab 20 by horizontal elongation, and the compression concrete slab of opposite opposite side strengthens bonded block 34b according to elongating length by laterally shortening.The elongation that above-mentioned compression concrete slab strengthens bonded block 34a partly covers a part of position of compressing between the concrete slab 20, connection slit.Not being enhanced the part that bonded block covers is to adhere to polystyrene (EPS) fragment 32 in addition and seal the slit.The combination of above-mentioned compression concrete slab is by utilizing fixture to realize when not shown in conjunction with metal wooden partition post.
Figure 16 is the oblique view of the foamed plastic plate of template system according to the present invention.As shown in figure 16, foamed plastic plate 50,55 forms the block tongue 52 that cuts off inverse trigonometric shape in one side or two sides, forms support slot 51 between it.End forms projection 53 onboard, forms and protruding 53 grooves that combine (not shown) in the lower end.Thereby prevent to expose concrete during by lamination up and down in the coupling part with other plate.The inlet of support slot 51 is narrower than inner space.Therefore, when the pilaster block tongue that after this will illustrate was incorporated into support slot by the mode of sliding, pilaster and foamed plastic plate were by laterally not breaking away from mutually.Foamed plastic plate is by vertically forming with curved shape.
Figure 17 is to use the plan view in another form of foamed plastic plate of the template system according to the present invention.As shown in figure 17, but after foamed plastic plate 56 free formings, can form the different shape that comprises various otch by computermatic heating wire forming machine described later.
Specifically, foamed plastic plate 56 can possess " font 57a ", " T font 57b ", " the font 57c of bent at its tip ", otch such as " the T font 57d of bent at its tip ", both ends possess the support slot 57e that combines with a plane bonded block described later, and thickness is than other part relative thin.
Form the compression concrete slab that the foamed plastic plate of above-mentioned otch is set up and possess after the shape of corresponding each otch, mutually combine by the metal sheet pilaster.
Figure 18 is the oblique view of the heating wire forming machine of processing foamed plastic plate.As shown in figure 18, the heating wire forming machine is made of computer 60 and hot line former 62 and supply unit 61.Hot line former 62 is included in both sides and forms guide rail 64, in central authorities the basal disc 63 that the estrade 65 of foaming plastic block is mounted will be set, along the forming machine framework 66 that guide rail 64 straight lines of above-mentioned basal disc 63 move, be formed on the heating wire 67 that moves by the above-below direction straight line of moulding machine frame 66 forming machine framework 66 inboards and the not shown formation of control part of starting forming machine framework 66 and heating wire 67.
Therefore, when on the estrade 65 foaming plastic block being installed, computer is sent to the hot line former to signal, the straight line of the control part of hot line control appliance control moulding machine frame moves and the moving up and down of heating wire, foaming plastic block by cut-out such as " linear pattern ", " angle type ", " T font " or be processed into free shape.Especially, be easy to process the inverse trigonometric shape support slot that can not use in the mould mode etc. because of the off-type problem.In addition, the heating wire forming machine can processing foamed plastics pilaster etc.
The heating wire forming machine is processing foamed polystyrene not only, and can process the foaming plastic block of various materials such as the outstanding polyurathamc of resistance to impact, heat resistance, flame resistance, sound absorption properties and water proofing property, expanded polypropylene or polyethylene.
Figure 19 is the oblique view that is combined in compression concrete slab assembly at template system foamed plastic plate according to the present invention.As shown in figure 19, the assembling of compression concrete slab assembly 35 and foamed plastic plate 55 is that the foamed plastic plate block tongue is sandwiched mode at the support slot that compresses the concrete slab assembly.And, utilize adhesive stickup concrete slab assembly and foamed plastic plate also to get final product merely.
Figure 20 and Figure 21 use respectively at the bonded block of the fixed floor of template system of the present invention and the metal sheet bonded block figure that connects pilaster.As Figure 20 and shown in Figure 21, the corrosion resistance and the outstanding metal sheet of intensity of the crooked as gold-plated steel plate of zinc melting of the bonded block of fixed floor 70 etc. wait according to welding and to adhere to the formation of triangle reinforcement plate in both sides.Metal sheet bonded block 76 crooked metal sheets that connect pilaster form.The metal sheet bonded block 76 of the bonded block of fixed floor and connection pilaster forms the porous 71 that screw holes 74 and reinforcing bar etc. pass through, and porous narrows down downwards.Therefore, when reinforcing bar was provided with by porous, deadweight sandwiched on the part that porous narrows down according to reinforcing bar.According to chock effect reinforcing bar firm combining in porous.
Figure 22 and Figure 23 are the oblique views that uses binding reinforcement on the metal sheet pilaster of template system of the present invention respectively.As shown in figure 22, the I type metal sheet pilaster 85 that sandwiches reinforcing bar is pressed two ends crooked 90 degree of the longitudinal axis and is formed block tongue 82 by the cut-away portions in both sides of the edge as forming porous 71 on the outstanding metal sheet of the gold-plated steel plate corrosion resistance of zinc melting and intensity.Block tongue can form screw hole (not shown) in order to assemble screw.I type metal sheet pilaster 85 connects a plurality of by metal sheet bonded block 76.As shown in figure 23, asymmetric I type metal sheet pilaster 88 is widened amplitude by the below.Asymmetric I type metal sheet pilaster 88 is used when retaining wall that forms inclined wall or base wall.
Figure 24 to Figure 29 is the oblique view that uses respectively in " " of template system of the present invention type metal sheet pilaster.To shown in Figure 29, form porous 71 on the outstanding metal sheet of " " type metal sheet pilaster 90 as the gold-plated steel plate corrosion resistance of zinc melting and intensity as Figure 24, two ends to the longitudinal axis by 90 twice of degree bending and form block tongue 92.Reinforcing bar sandwiches 71 li of the porous that narrow down in " " type metal sheet pilaster 90 amplitudes.Two the metal sheet pilaster that oppose are utilized screw or aluminum rivet to tighten by the metal sheet bonded block that connects pilaster and are formed dual " " type metal sheet pilaster 95.Do not use screw to get final product according to solder bond yet.Asymmetric " " type metal sheet pilaster 97 is following asymmetrical shapes than last face width." " type metal sheet pilaster 100,105,107 of crooked end is the crooked two ends of difference in addition.
Figure 30 and Figure 31 are to use the metal sheet pilaster instance graph that is formed in template system of the present invention and the porous that narrows down gradually downwards.As Figure 30 and shown in Figure 31, be formed on the porous 113 of metal sheet pilaster 111, form such as the inverse trigonometric shape porous 113 that narrows down by the gravity direction hole.Not only select to use inverse trigonometric shape shape, and can select to use the different shape that narrows down more according to the downward more square hole of performance chock of conducting oneself with dignity in conjunction with function.Asymmetric metal sheet pilaster 112 following asymmetrical shapes than last face width.
Figure 32 and Figure 33 are to use the oblique view in the foamed plastic pilaster of template system of the present invention.As Figure 32 and shown in Figure 33, utilize the hot line forming machine to cut off foaming plastic block formation and have the I type foamed plastic pilaster 120,125 of porous 121 and inverse trigonometric shape block tongue 122.
Figure 34 is the oblique view according to template system of the present invention.As shown in figure 34, slide block tongue in the support slot of template system according to the present invention in conjunction with the foamed plastic plate 55 of compression concrete slab combination 35 in conjunction with metal wooden partition post 105 and foamed plastic pilaster 120, slide in conjunction with the opposite side block tongue of pilaster 105,120 in the support slot of the foamed plastic plate that combines with compression concrete slab combination and form.For firm fixedly perforation compression concrete slab combination 35 is tightened screw 107 and is combined in metal sheet pilaster 105.And the porous 71 that connects pilaster is by the horizontal direction binding reinforcement.
Figure 35 is the oblique view that connects on same level according to a plane bonded block of template system compression concrete slab of the present invention.Figure 36 is respectively at the plan view of the compression concrete slab of same level combination according to a plane bonded block.As Figure 35 and shown in Figure 36, a plane bonded block 140 forms the pillar shape of cut-out inverse trigonometric shape block tongue 141 and forms with expanded plastic material in the water caltrop of a direction.
One plane bonded block, 140 each block tongues 141 are combined in the cut-out inverse trigonometric shape support slot 57e of the foamed plastic plate 56 that connects on the same level.Therefore, according to foamed plastic plate to cut off the support slot 57e that inverse trigonometric shape forms and the combination of a plane bonded block 140 block tongues 141, prevent to expose concrete.
And, even a plane bonded block 140 is set also on the foamed plastic plate 56 of opposition, there is unnecessary space between the one plane bonded block 140, is injected into the interior concrete of template system in the space that freely moves in the space between the foamed plastic plate between another foamed plastic plate.
Figure 37 is the oblique view of metal sheet one plane bonded block.Figure 38 is to use hardening of metal sheet one plane bonded block to close the plan view of form.As shown in figure 37, metal sheet one plane bonded block 142 possesses the linear pattern metal sheet of the block tongue of crooked twice formation in both sides.As shown in figure 38, be located at the otch 59a of the above-mentioned block tongue of foamed plastic plate 58 formation insertions of compression concrete slab 20.Therefore, the block tongue of above-mentioned metal sheet one plane bonded block 142 is incorporated into each end cut 59a of the foamed plastic plate 58 that adjoins each other, thereby foamed plastic plate 58 is by laterally connecting.Concrete is freely dredged between the metal sheet one plane bonded block 142 of opposition, and the slit between the foamed plastic plate 58 cuts off according to metal sheet one plane bonded block 142 and prevents to expose concrete.
Figure 39 is provided with the simple plan view of the compression concrete slab of foamed plastic plate according to metal sheet two plane bonded block combinations.
Shown in Figure 39, metal sheet two plane bonded blocks adhere to the identical formation of dual " " type metal sheet pilaster of " " type metal sheet pilaster with opposition.
The foamed plastic plate 58 that is located at the compression concrete slab 20 of horizontal integration respectively forms the otch 59b of metal sheet two plane bonded blocks 105 block tongues in each end.Beyond the otch that foamed plastic plate 58 forms with two plane bonded blocks, 105 block tongues combine, form the various otch 59c of corresponding metal sheet pilaster 90,95,100 block tongue shapes, 59d, 59e.
The otch 59b of the foamed plastic plate 58 that forms in a flat transverse is in conjunction with the block tongue of metal sheet two plane bonded blocks 105 1 sides, the foamed plastic plate otch that another flat transverse on the above-mentioned plane of opposition forms is in conjunction with the block tongue of metal sheet two plane bonded block opposite sides, thereby four foamed plastic plates mutually combine.
And the metal sheet pilaster 90,95,100 of different shape is incorporated into the otch of above-mentioned foamed plastic plate.The various otch 59b of foamed plastic plate, 59c, 59d, 59e use the electric heating forming machine to form easily.
And, select one or more among the various otch of above-mentioned foamed plastic plate and be applicable on the foamed plastic plate.And, utilize fixture that metal sheet pilaster and metal sheet two plane bonded blocks are fixed on the compression concrete slab.
Figure 40 is the cross-sectional view according to another example of template system of the present invention.As shown in figure 40, do not use foamed plastic plate according to template system of the present invention, each support slot 24 of compression concrete slab 22 is in conjunction with the block tongue of a plane bonded block 140, and concrete slab 22 is compressed in horizontal integration.And metal sheet pilaster 95 is by the fixture combination between the enhancing bonded block 31 of opposition.Prevent that according to a plane bonded block 140 concrete is exposed in the slit of compressing between the concrete slab 35.
When having only the compression of use concrete slab, though some minimizing of heat insulation effect, the manufacture craft of template system is simple.
Figure 41 is the cross-sectional view according to another example of template system of the present invention.As shown in figure 41, the compression concrete slab combination 36 of opposition utilizes the fixedly metal sheet pilaster 90,95,100 of different shape of fixture 107 on each vertical-type that adheres to enhancing bonded block 31,105, thus between compression concrete slab combination, connect at a certain distance.
Figure 42 is the cross-sectional view according to another example of template system of the present invention.As shown in figure 42, compression concrete slab 35 inboards that are located at one side are in conjunction with foamed plastic plate 55, and metal sheet pilaster 95 and foamed plastic pilaster 120 are incorporated into the support slot of foamed plastic plate.At this moment, compress the foamed plastic plate 55 raising heat insulation effects of concrete slab combination 35 according to being combined in one side.
Figure 43 is the part oblique view according to another example of template system of the present invention.The base wall template of using when as shown in figure 42, template system according to the present invention relates to the base wall that constitutes building or building concrete foundation works or base wall or retaining wall etc.Hold up compression concrete slab combination 35 in a side, slide in the support slot of compression concrete slab combination combined and be located at the block tongue of metal sheet pilaster combination one side in conjunction with two metal sheet pilaster 80, at opposite side in conjunction with the compression concrete slab combination of opposition therewith.For metal sheet pilaster lower end is fixed on ground, in the metal sheet lower end in conjunction with the bonded block 70 of fixed floor.Inboard at this instance compression concrete slab not in conjunction with foamed plastic plate, but can be in the concrete slab inboard of contracting in conjunction with foamed plastic plate.Insert horizontal reinforcing material reinforcing bar 131 by the porous of pilaster, want the concrete of slaking in order to strengthen connection, the reinforcing bar 135 of crooked 90 degree is by vertically holding up and be welded on metal sheet pilaster 80.
Figure 44 is to be again the part oblique view of another example according to template system of the present invention.As shown in figure 44, according to template system one formation base wall of the present invention and common wall.The bonded block 70 of the base wall template that is located at bottom fixed floor between compression concrete slab combination 35 is in conjunction with two fixing metal sheet pilaster 80.The common wall template that is located at top is being compressed between the concrete slab combination 35 in conjunction with a metal sheet pilaster 80.The metal sheet pilaster 80 that is located at base wall template and common wall template is provided as the reinforcing bar 131 of horizontal reinforcing material by lateral direction penetrating, and the reinforcing bars 135 of crooked 90 degree are welded on metal sheet pilaster 80 one sides of base wall template and common wall template.Integrally formed bar bending 90 degree also are welded on pilaster, and base wall is firmer with the common wall combination that belongs to inwall or outer wall when injecting hardening of concrete.And compression concrete slab combination 35 is by fixing compression concrete slab bonded block 39 on the part of vertical direction connection.
Use the structure of compressing the table top template system of concrete slab according to the present invention in following detailed description.
Figure 46 is to use the brace summer oblique view at table top template system of the present invention.As shown in figure 46, use the table top template system that compresses concrete slab according to the present invention in order to play the beam effect of floor, two " type " the metal sheet pilaster that oppose 90 also form brace summer 160 by the bonded block 76 that connects pilaster.Support the compression concrete slab at " type " metal sheet pilaster sweep.
Figure 47 is to use at the foamed plastic floor of the table top template system of compression concrete slab according to the present invention and floor, top oblique view.As shown in figure 47, foamed plastic floor 170 constitutes floor, forms the groove 172 of four angular cross sections below, forms inverse trigonometric shape support slot 174 in the above.And when pressing the floor of multilayer formation, the floor, top 180 that forms the expanded plastic material of inverse trigonometric shape support slot 182 in top and bottom is positioned at foamed plastic floor 170 upsides.
Figure 48 is to use the oblique view according to the multilayer foamed table top template system of compression concrete slab of the present invention.As Figure 47 and shown in Figure 48, use the multilayer table top template system of compression concrete slab that compression concrete slab combination 37 is set between brace summer 160, on compression concrete slab combination 37, foamed plastic floor 170 is set.The top support slot on foamed plastic floor 170 is provided with floor, top 180 and the metal sheet pilaster is set in conjunction with metal wooden partition post 80 above it.Use multilayer table top template system fill concrete on be provided with the floor, top of metal sheet pilaster of compression concrete slab, thereby form the floor of multilayer.
Be located between the pilaster 80 between floor and the floor, top water-supply line, sewage or gutter 185 etc. can be set.Therefore, use the multilayer table top template system of compression concrete slab to obtain tap water comb and heat insulation effect simultaneously.
Figure 49 is the partial building sectional view that is suitable for according to template system of the present invention and table top template system.As shown in figure 49, according to the structure of compression concrete slab of the present invention or foamed plastic heat insulation formwork and pilaster combination, formation base wall 190, inside and outside wall 192 and floor 194 also have ceiling 196.
Use is that technical terms is that plate body of the present invention is to be not limited to the wall body plate at plate body of the present invention, applicable to different shape, lid, ceiling, mesa shape and the building of floor, wall, also have on the concrete structure of different shape such as enclosure wall, bridge, tank and purposes.
Selected by vertical direction in example metal sheet pilaster of the present invention, promptly vertical structure that is provided with, but the metal sheet pilaster is by laterally also forming.These are as the single wall body when low, by vertically not being that the short relatively metal sheet pilaster of a plurality of length is set, but are both economical by the relatively long metal sheet pilaster of the several length of horizontally set.And, when being suitable for that the load effect of transverse bending is bigger to be waited.When pressing horizontally set metal sheet pilaster, reinforcing bar is located in the metal sheet porous by vertical direction.
Use is meant parts and integrated structure in conjunction with it at the support slot of the foamed plastic plate of example of the present invention or otch.Support slot or otch have identical formation, and selecting above-mentioned particular terms is just to select for convenience, therefore can not limit scope of the present invention.
Though originally that is illustrated the above-mentioned example that relates to, and can not carry out various corrections or distortion when not exceeding thought of the present invention and scope.Therefore, attached claim scope comprises these corrections or the distortion that belongs to inventive concept in addition.
The present invention use the template of the base wall that constitutes building or concrete structure, floor, ceiling etc. with in order to strengthen the vertical fixed template system that utilizes the compression concrete slab of metal sheet pilaster and use the steel pilaster.
Claims
(according to the modification of the 19th of treaty)
1, a kind of one fixed template system that comprises metal pilaster with fiber reinforcement compression concrete slab and foamed plastic plate and hole, this system comprises: utilize at a certain distance the compression concrete slab of the fibrous material of opposition enhancing mutually; And comprise one at least with between above-mentioned compression concrete slab, at least form the metal sheet pilaster that a hole and both sides are made up of the certain thickness and the spacing metal sheet of sweep, utilize fixed block to tighten above-mentioned compression concrete slab and metal sheet pilaster, tighten and inject concrete in the space between the above-mentioned compression concrete slab of above-mentioned metal sheet pilaster and harden.
2, according to the described one fixed template system that comprises metal pilaster of claim 1 with fiber reinforcement compression concrete slab and foamed plastic plate and hole, it is characterized in that described compression concrete slab adheres to a bonded block that is used to strengthen at least by rectilinear direction.
3, according to the described one fixed template system that comprises metal pilaster of claim 1, it is characterized in that insertion level or vertical reinforcing material in the porous of described metal sheet pilaster with fiber reinforcement compression concrete slab and foamed plastic plate and hole.
4, according to the described one fixed template system that comprises metal pilaster of claim 3 with fiber reinforcement compression concrete slab and foamed plastic plate and hole, it is characterized in that it is in order to make above-mentioned horizontal reinforcing material according to above-mentioned porous deadweight wedging combination that described porous narrows down to a side.
5, according to the described one fixed template system that comprises metal pilaster of claim 1 with fiber reinforcement compression concrete slab and foamed plastic plate and hole, it is characterized in that, utilize at a certain distance the compression concrete slab of the fibrous material of opposition enhancing mutually; The plastic foamboard of heating wire moulding is set at least one medial surface among the compression concrete slab of above-mentioned opposition; And between above-mentioned compression concrete slab and foam plastic heat-insulating board, between the perhaps above-mentioned foam plastic heat-insulating board, comprise to form the metal sheet pilaster that a hole and both sides are made up of the metal sheet with certain thickness and spacing of sweep at least, utilize fixed block to tighten above-mentioned metal sheet pilaster and above-mentioned plastic foamboard and compression concrete slab, tighten between the above-mentioned compression concrete slab and plastic foamboard of above-mentioned metal sheet pilaster, inject concrete in the space between the perhaps above-mentioned plastic foamboard and harden.
6, according to the described one fixed template system that comprises metal pilaster of claim 5 with fiber reinforcement compression concrete slab and foamed plastic plate and hole, it is characterized in that described compression concrete slab adheres to a bonded block that is used to strengthen at least by rectilinear direction.
7, according to the described one fixed template system that comprises metal pilaster of claim 5 with fiber reinforcement compression concrete slab and foamed plastic plate and hole, it is characterized in that described plastic foamboard one side forms support slot or the slit that above-mentioned metal sheet pilaster is tightened.
8, according to the described one fixed template system that comprises metal pilaster of claim 5 with fiber reinforcement compression concrete slab and foamed plastic plate and hole, it is characterized in that, describedly above-mentioned metal sheet pilaster is set, insertion level or vertical reinforcing material in the porous of at least one above-mentioned metal sheet pilaster by level or vertical direction.
9, the described according to Claim 8 one fixed template system that comprises metal pilaster with fiber reinforcement compression concrete slab and foamed plastic plate and hole, it is characterized in that, described porous narrows down to a side, is in order to make above-mentioned horizontal reinforcing material according to above-mentioned porous deadweight wedging combination.
10, according to the described one fixed template system that comprises metal pilaster of claim 6 with fiber reinforcement compression concrete slab and foamed plastic plate and hole, it is characterized in that, the described compression concrete slab that is provided with above-mentioned plastic foamboard mutually combines on same level for the bonded block on plane by one side, above-mentioned plastic foamboard forms support slot or the slit in conjunction with an above-mentioned plane bonded block at two ends, an above-mentioned plane bonded block is between the above-mentioned plastic foamboard of combination on the same level, in order to prevent to expose concrete and in conjunction with plastic foamboard, be formed in a side and form on each plastic foamboard of combination on the above-mentioned same level, and in conjunction with the support slot of an above-mentioned plane bonded block or the block tongue of slit combination, concrete mediation in the space between the above-mentioned plane bonded block that opposition is provided with connects and sclerosis.
11, according to the described one fixed template system that comprises metal pilaster of claim 6 with fiber reinforcement compression concrete slab and foamed plastic plate and hole, it is characterized in that, the described compression concrete slab that is provided with above-mentioned plastic foamboard is that the bonded block on plane mutually combines on same level by the two sides, simultaneously in conjunction with the compression concrete slab that is provided with the above-mentioned plastic foamboard that mutually combines on another plane that opposes with an above-mentioned plane, above-mentioned plastic foamboard forms the slit in conjunction with above-mentioned two plane bonded blocks at two ends, above-mentioned two plane bonded blocks are between the above-mentioned plastic foamboard that connects on a plane and another plane, in order to prevent to expose concrete and in conjunction with plastic foamboard, form in both sides and form on each plastic foamboard of combination on an above-mentioned plane or another plane, and in conjunction with the block tongue of the slit combination of above-mentioned two plane bonded blocks, and concrete is dredged in the space between the above-mentioned plastic foamboard and is connected and sclerosis.
12, according to the described one fixed template system that comprises metal pilaster of claim 1 with fiber reinforcement compression concrete slab and foamed plastic plate and hole, it is characterized in that, at a certain distance mutually the plastic foamboard formed by the heating wire forming machine respectively of the plastic foamboard of opposition with, between above-mentioned plastic foamboard, have certain thickness and both ends form metal sheet pilaster that the metallic sheet material of bends (bent parts) forms and, support slot (support groove) or the slit (slits) of above-mentioned metal sheet pilaster by being formed on plastic foamboard is fixing, and concrete flows between the above-mentioned plastic foamboard in the space and the template system of sclerosis.
Claims (11)
1, a kind of one fixed template system that comprises metal pilaster with fiber reinforcement compression concrete slab and foamed plastic plate and hole, this system comprises: utilize at a certain distance the compression concrete slab of the fibrous material of opposition enhancing mutually; And comprise one at least with between above-mentioned compression concrete slab, at least form the metal sheet pilaster that a hole and both sides are made up of the certain thickness and the spacing metal sheet of sweep, utilize fixed block to tighten above-mentioned compression concrete slab and metal sheet pilaster, tighten and inject concrete in the space between the above-mentioned compression concrete slab of above-mentioned metal sheet pilaster and harden.
2, according to the described one fixed template system that comprises metal pilaster of claim 1 with fiber reinforcement compression concrete slab and foamed plastic plate and hole, it is characterized in that described compression concrete slab adheres to a bonded block that is used to strengthen at least by rectilinear direction.
3, according to the described one fixed template system that comprises metal pilaster of claim 1, it is characterized in that insertion level or vertical reinforcing material in the porous of described metal sheet pilaster with fiber reinforcement compression concrete slab and foamed plastic plate and hole.
4, according to the described one fixed template system that comprises metal pilaster of claim 3 with fiber reinforcement compression concrete slab and foamed plastic plate and hole, it is characterized in that it is in order to make above-mentioned horizontal reinforcing material according to above-mentioned porous deadweight wedging combination that described porous narrows down to a side.
5, according to the described one fixed template system that comprises metal pilaster of claim 1 with fiber reinforcement compression concrete slab and foamed plastic plate and hole, it is characterized in that, utilize at a certain distance the compression concrete slab of the fibrous material of opposition enhancing mutually; The plastic foamboard of heating wire moulding is set at least one medial surface among the compression concrete slab of above-mentioned opposition; And between above-mentioned compression concrete slab and foam plastic heat-insulating board, between the perhaps above-mentioned foam plastic heat-insulating board, comprise to form the metal sheet pilaster that a hole and both sides are made up of the metal sheet with certain thickness and spacing of sweep at least, utilize fixed block to tighten above-mentioned metal sheet pilaster and above-mentioned plastic foamboard and compression concrete slab, tighten between the above-mentioned compression concrete slab and plastic foamboard of above-mentioned metal sheet pilaster, inject concrete in the space between the perhaps above-mentioned plastic foamboard and harden.
6, according to the described one fixed template system that comprises metal pilaster of claim 5 with fiber reinforcement compression concrete slab and foamed plastic plate and hole, it is characterized in that described compression concrete slab adheres to a bonded block that is used to strengthen at least by rectilinear direction.
7, according to the described one fixed template system that comprises metal pilaster of claim 5 with fiber reinforcement compression concrete slab and foamed plastic plate and hole, it is characterized in that described plastic foamboard one side forms support slot or the slit that above-mentioned metal sheet pilaster is tightened.
8, according to the described one fixed template system that comprises metal pilaster of claim 5 with fiber reinforcement compression concrete slab and foamed plastic plate and hole, it is characterized in that, describedly above-mentioned metal sheet pilaster is set, insertion level or vertical reinforcing material in the porous of at least one above-mentioned metal sheet pilaster by level or vertical direction.
9, the described according to Claim 8 one fixed template system that comprises metal pilaster with fiber reinforcement compression concrete slab and foamed plastic plate and hole, it is characterized in that, described porous narrows down to a side, is in order to make above-mentioned horizontal reinforcing material according to above-mentioned porous deadweight wedging combination.
10, according to the described one fixed template system that comprises metal pilaster of claim 6 with fiber reinforcement compression concrete slab and foamed plastic plate and hole, it is characterized in that, the described compression concrete slab that is provided with above-mentioned plastic foamboard mutually combines on same level for the bonded block on plane by one side, above-mentioned plastic foamboard forms support slot or the slit in conjunction with an above-mentioned plane bonded block at two ends, an above-mentioned plane bonded block is between the above-mentioned plastic foamboard of combination on the same level, in order to prevent to expose concrete and in conjunction with plastic foamboard, be formed in a side and form on each plastic foamboard of combination on the above-mentioned same level, and in conjunction with the support slot of an above-mentioned plane bonded block or the block tongue of slit combination, concrete mediation in the space between the above-mentioned plane bonded block that opposition is provided with connects and sclerosis.
11, according to the described one fixed template system that comprises metal pilaster of claim 6 with fiber reinforcement compression concrete slab and foamed plastic plate and hole, it is characterized in that, the described compression concrete slab that is provided with above-mentioned plastic foamboard is that the bonded block on plane mutually combines on same level by the two sides, simultaneously in conjunction with the compression concrete slab that is provided with the above-mentioned plastic foamboard that mutually combines on another plane that opposes with an above-mentioned plane, above-mentioned plastic foamboard forms the slit in conjunction with above-mentioned two plane bonded blocks at two ends, above-mentioned two plane bonded blocks are between the above-mentioned plastic foamboard that connects on a plane and another plane, in order to prevent to expose concrete and in conjunction with plastic foamboard, form in both sides and form on each plastic foamboard of combination on an above-mentioned plane or another plane, and in conjunction with the block tongue of the slit combination of above-mentioned two plane bonded blocks, and concrete is dredged in the space between the above-mentioned plastic foamboard and is connected and sclerosis.
Applications Claiming Priority (4)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020030071166 | 2003-10-13 | ||
| KR1020030071166 | 2003-10-13 | ||
| KR1020040016573 | 2004-03-11 | ||
| KR1020040057296 | 2004-07-22 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN1926291A true CN1926291A (en) | 2007-03-07 |
Family
ID=37238919
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA2004800298941A Pending CN1926291A (en) | 2003-10-13 | 2004-10-13 | Fiber reinforced cement board and foam plastic insulated stay in place forms systems with perforated metal stud for cencrete reinforced structure |
Country Status (2)
| Country | Link |
|---|---|
| KR (4) | KR100588788B1 (en) |
| CN (1) | CN1926291A (en) |
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| CN101358481B (en) * | 2008-08-25 | 2010-09-22 | 王连起 | Build process of building wall face sheet and building wall |
| CN105544814A (en) * | 2016-02-05 | 2016-05-04 | 伯恩太阳能科技有限公司 | Modular integrated building system |
| CN108571109A (en) * | 2016-06-27 | 2018-09-25 | 夏华萍 | A kind of manufacturing method of heat-insulation wall plate |
| CN110788960A (en) * | 2019-09-16 | 2020-02-14 | 锦萧建筑科技有限公司 | Manufacturing method of novel integrated rapid-assembly membrane shell wall component |
| CN113330178A (en) * | 2019-01-04 | 2021-08-31 | 赛斯姆公司 | Construction element for a container, door for a container and container |
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| KR100588788B1 (en) | 2003-10-13 | 2006-06-19 | 문수창 | Foamed plastic hollow panel assembly |
| KR100732603B1 (en) * | 2006-02-08 | 2007-06-27 | 김성모 | Block for building's wall |
| KR100769971B1 (en) * | 2006-11-08 | 2007-10-25 | (주)대풍산업 | prefabricated panel for mold and contruction method by using the same |
| KR101029939B1 (en) | 2009-01-16 | 2011-04-19 | 전창국 | Wall frame using a cramp and method for construction thereof |
| KR101216632B1 (en) | 2011-01-05 | 2012-12-31 | (주)제이엠디글로벌 | the method of constructing wall using foam block structure |
| KR101302520B1 (en) | 2012-04-05 | 2013-09-06 | 농업회사법인 주식회사 캬라반지에스 | Constuction structure of rc wall |
| KR102174697B1 (en) * | 2018-09-07 | 2020-11-05 | 정현수 | Form with slab and walls |
| KR102252141B1 (en) * | 2019-05-22 | 2021-05-14 | (주)다정하이테크 | Building wall panel concurrently used as mold form |
| KR20230028604A (en) | 2021-08-19 | 2023-03-02 | 최완선 | Form panel for Concrete construction |
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2004
- 2004-03-11 KR KR1020040016573A patent/KR100588788B1/en not_active IP Right Cessation
- 2004-03-12 KR KR20-2004-0006783U patent/KR200352204Y1/en not_active IP Right Cessation
- 2004-07-22 KR KR1020040057296A patent/KR100681308B1/en not_active IP Right Cessation
- 2004-07-27 KR KR20-2004-0021428U patent/KR200366493Y1/en not_active IP Right Cessation
- 2004-10-13 CN CNA2004800298941A patent/CN1926291A/en active Pending
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101358481B (en) * | 2008-08-25 | 2010-09-22 | 王连起 | Build process of building wall face sheet and building wall |
| CN105544814A (en) * | 2016-02-05 | 2016-05-04 | 伯恩太阳能科技有限公司 | Modular integrated building system |
| CN108571109A (en) * | 2016-06-27 | 2018-09-25 | 夏华萍 | A kind of manufacturing method of heat-insulation wall plate |
| CN108571109B (en) * | 2016-06-27 | 2020-12-22 | 阜阳市科锦装饰材料有限公司 | Method for manufacturing thermal insulation wallboard |
| CN113330178A (en) * | 2019-01-04 | 2021-08-31 | 赛斯姆公司 | Construction element for a container, door for a container and container |
| CN110788960A (en) * | 2019-09-16 | 2020-02-14 | 锦萧建筑科技有限公司 | Manufacturing method of novel integrated rapid-assembly membrane shell wall component |
Also Published As
| Publication number | Publication date |
|---|---|
| KR20050035498A (en) | 2005-04-18 |
| KR200352204Y1 (en) | 2004-06-04 |
| KR100588788B1 (en) | 2006-06-19 |
| KR200366493Y1 (en) | 2004-11-10 |
| KR100681308B1 (en) | 2007-02-09 |
| KR20050035494A (en) | 2005-04-18 |
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Open date: 20070307 |