CN202073197U - Composite board and assembly thereof, template, concrete slab and mould section bar comprising same - Google Patents
Composite board and assembly thereof, template, concrete slab and mould section bar comprising same Download PDFInfo
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- CN202073197U CN202073197U CN2010206386737U CN201020638673U CN202073197U CN 202073197 U CN202073197 U CN 202073197U CN 2010206386737 U CN2010206386737 U CN 2010206386737U CN 201020638673 U CN201020638673 U CN 201020638673U CN 202073197 U CN202073197 U CN 202073197U
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Abstract
The utility model belongs to the field of building structural members, concrete templates and mould section bars, relates to a prefabricated composite thermal insulation board, a prefabricating mould section bar and also relates to a permanent template taking the prefabricated board as concrete, a splicing assembly comprising the prefabricated board and structural members, wherein one of the structural members has a thermal insulation property and is formed by combining the prefabricated board with concrete, and the other structural member has a thermal insulation property and adds the prefabricated board on the base body of the existing structure. The prefabricated composite thermal insulation board comprises two inorganic non-combustible reinforcing and protective layers (7) and a frame (2) which surrounds a core part (9) made of thermal insulation material and is fastened together with the core part and provided with a mounting groove (13). The core part is arranged between the two reinforcing and protective layers (7). Inorganic non-combustible material is composited at the outer side of the core part of inorganic thermal insulation material to cover the prefabricated board, and therefore, the problem of easily causing fires due to the exposing of combustible materials when the thermal insulation board is placed, transported or installed at a construction site or other places is solved.
Description
Technical field
The utility model belongs to building structural element, concrete blinding and mould section bar field, particularly relate to prefabricated thermal insulation composite plate, the prefabricated mould section bar of using, also relate to described prefabricated composite insulation boards is combined the structural element with heat-insulating property that forms, the structural element with heat-insulating property of setting up described prefabricated composite insulation boards on the existing structure matrix as concrete permanent template, the splicing assembly that comprises described prefabricated composite insulation boards, described prefabricated composite insulation boards with concrete.
Background technology
Along with global energy supply day is becoming tight, various countries' energy-conserving and emission-cutting technology that develop actively can get instant result in the technology that taps a new source of energy energetically.Building energy consumption accounts for social total energy consumption more than 40%, and this does not also comprise the energy that constructional materials consumes in production, transportation and work progress.The technological development that is target with the relevant energy consumption of reduction building also becomes the industry main direction.
The technology that building energy conservation is effective, the most practical is an External Thermal Insulation Technology for External, also is the technology that present China widelys popularize and implements.Annual have 4,000,000,000 square metres new building need carry out heat preservation construction approximately, and the existing building that surpasses 40,000,000,000 square metres of also having an appointment has pending insulation transformation.National and local relevant department has also correspondingly formulated concrete implementation criteria and working specification.
At present prior art runs into a great problem, all adopts the efficient expanded material of organic class in promptly most of external wall outer insulation application scheme, belongs to flammable class material, ignited if meet naked light bombardment meeting, and in case the difficulty of igniting put out.Though inorganic heat insulation material fireproof performance excellence, thermal and insulating performance difficulty satisfy existing energy conservation standard requirement.Present external wall outer insulation construction technology mostly is construction in layer, keeps away unavoidably and is exposed to the outside at the organic combustible material of special time period, still has disaster hidden-trouble in case meet naked light bombardment (as operations such as electric welding).
The utility model content
A purpose of the present utility model is to provide a kind of novel prefabricated composite insulation boards.This prefabricated composite insulation boards just has been compound in the inorganic non-combustible material outside of flammable heat insulating material after prefabricated in factory, the core of flammable heat insulating material is covered, thus solve at the construction field (site) or place in other places, transportation or when warming plate is installed since combustible material expose and the problem of fire hazardous.
The technical solution of the utility model is as follows:
First basic scheme
First basic scheme of the present utility model relates to a kind of prefabricated thermal insulation composite plate (1), and it has inner major planar surface (101), outer major planar surface (102) and four side end faces (103,104,105,106), comprise the core (9) that is made of heat preservation plate material, this prefabricated thermal insulation composite plate also comprises:
The two-layer heavy seal coat (7) that constitutes by the polymer modification rubber cement of cement based or gypsum base; Described core (9) is between the described two-layer heavy seal coat (7), and described two-layer heavy seal coat and described core (9) bond together;
Frame (2); described frame (2) tightens together round the periphery of core (9) and with core (9); in the inner major planar surface (101) and outer major planar surface (102) of described this prefabricated thermal insulation composite plate; described heavy seal coat covers described frame; make described frame only in four side end faces (103 of this prefabricated thermal insulation composite plate; 104; 105; 106) expose on; described frame (2) is included in the described frame outside and is in two frame connecting portions (11) of frame upper and lower respectively and is in the frame outside and is in mounting groove (13) between described two frame connecting portions (11), and described mounting groove extends along the length of whole frame.
The beneficial effects of the utility model are as follows:
According to the prefabricated thermal insulation composite plate that the utility model proposes, the core (9) that is made of heat preservation plate material is between the two-layer heavy seal coat that is made of the polymer modification rubber cement of cement based or gypsum base (7).Like this, on the product that the manufactory of prefabricated thermal insulation composite plate dispatches from the factory, used of core (9) covering of the heavy seal coat (7) of inorganic non-combustible, the effect of having brought difficult quilt to ignite with flammable organic material.No matter be in transit or at the construction field (site), the effect of this anti-fire is all fine,, stack or all safer during storage than warming plate of the prior art particularly for the job site.In addition, in the inner major planar surface (101) and outer major planar surface (102) of described this prefabricated thermal insulation composite plate, described heavy seal coat covers frame (2).This makes and is utilizing frame that the globality and the intensity of composite plate is provided and utilizing the mounting groove on the frame to provide under the situation easily of assembling, simultaneously, described frame is only in four side end faces (103 of this prefabricated thermal insulation composite plate, 104,105,106) expose on, like this, wrap up the composite construction that flammable organic material forms sealing with the inorganic non-combustible material, then can reach the effect of not ignited.
On the other hand, existing heat insulating material is the lightweight low-intensity material, compares with the intensity of concrete blinding to have a long way to go.And prefabricated thermal insulation composite plate of the present utility model makes its intensity reach the suitable degree of building concrete template by the compound enhancing topping in the outside; then can make this composite plate not only have the heat insulating material function; can also be used as the concrete blinding (being permanent concrete blinding) of exempting to tear open simultaneously, thereby realize that installation heat insulating material and concrete blinding construction unite two into one.Exempt the dismounting of follow-up concrete blinding and the construction operation of other insulation layer, both saved operation, also saved material, especially saved a large amount of timber.Like this; purpose on the other hand of the present utility model is; a kind of novel prefabricated thermal insulation composite plate is provided; this novel prefabricated thermal insulation composite plate is by setting up heavy seal coat and set up the frame that has mounting groove around core in the core both sides of heat insulating material; improved the intensity of prefabricated thermal insulation composite plate on the one hand; make the prefabricated thermal insulation composite plate and/or to socket part on the other hand and carry out assembly unit by means of mounting groove and the Inlaid strip that can cooperate with mounting groove; guarantee the smooth of outer surface; realize job site pin-connected panel operation, improve the efficient of construction operation.For this purpose, the material that constitutes heat preservation plate material both can be organic flammable heat insulating material, also can be the inorganic non-combustible heat insulating material.
According to statistics, building had become the first user of Industry Branch lumber consumption already, accounted for more than 70% of industrial department wood consumption.For example, the first half of the year in 2010, Real Estate Corporations housing construction area in the whole nation reached 30.84 hundred million square metres, according to the ratio of construction area and concrete blinding area is to calculate at 10: 1, and these 30.84 hundred million square metres of houses will use 3.084 hundred million square metres of building concrete templates.If these concrete blindings 2/3 are wooden concrete blinding, to consume about 308 ten thousand stere timber (calculating) so with concrete blinding average thickness 15mm.That is to say that we need cut down about 5,130 ten thousand trees in order to make these concrete blindings, are equivalent to about 730,000 mu of forests.And, can save consumption to timber with after the permanent concrete blinding use of prefabricated composite insulation boards conduct of the present utility model, and avoid destruction to forest, strengthen protection to environment.Calculate according to related data, the forest cover per hectare is annual can to absorb 16 tons of carbon dioxide approximately, produces 12 tons of oxygen, and then 730,000 mu of forests can absorb 780,000 tons of carbon dioxide every year, produce oxygen 580,000 tons, this also is that 10 year first half of the year is as adopting the issuable environmental benefit of this technology.
In addition, on the prefabricated composite insulation boards that the utility model proposes, have round the periphery of core (9) and the frame that tightens together with core (9), frame is included in the described frame outside and is in two frame connecting portions (11) of frame upper and lower respectively and is in the frame outside and is in mounting groove (13) between described two frame connecting portions (11), and described mounting groove extends along the length of whole frame.Frame helps to provide the globality of prefabricated composite insulation boards on the one hand, and its intensity further is provided.On the other hand, the mounting groove that extends along its length is set on the frame.Like this, can be convenient to very much the assembling construction of prefabricated composite insulation boards, can improve efficiency of construction by means of cooperating of seam connector and/or seamless link part and mounting groove arranged.For construction industry, this can provide a kind of efficient new fast job practices.
If with this structural strength height, good heat insulating, possess fire-proof function precast composite slab as permanent concrete blinding, and its size design is made into the size of modularization, relend and help industrialization light gauge cold-formed steel shape framework as the arrangement of reinforcement (being the skeleton of whole concrete structure) that combines with concrete, just can form mainly by composite plate splicing, composite plate socket that connection and concrete pouring carry out efficiently, integrated novel building system and mode of construction fast.
When the polymer modification rubber cement of the cement based that adopts portland cement or magnesia oxychloride cement is done heavy seal coat, and when using organic insulation material to do core, the effect that improves fireproof performance is more outstanding with making.
Prefabricated thermal insulation composite plate of the present utility model is the band mo(u)lding surface layer not, also can have finish coat.If the precast composite slab outside is added finish coat (15), can reduce on-site construction operations, reduce labour intensity, thereby further raise the efficiency, reduction of erection time, saving cost.
In addition, the unique texture of precast composite slab of the present utility model with the light gauge cold-formed steel shape that the utility model proposes framework can be used in combination.The concrete slab structural element that provides according to the utility model will be provided in this combination.In this concrete slab structural element, each longitudinal type steel joist comprises two vertical light gauge cold-formed steel shapes (951,952; 851,852), the principal plane of described vertical light gauge cold-formed steel shape, the inner major planar surface and the outer major planar surface of the prefabricated thermal insulation composite plate at prefabricated thermal insulation composite plate that the principal plane of described concrete slab structural element and described thermal insulating composite panel element of construction are included or band turning are parallel to each other, described two vertical light gauge cold-formed steel shapes are opposite each other and spaced apart along the direction vertical with the principal plane of described concrete slab structural element, so that leave space (200) between described two vertical light gauge cold-formed steel shapes, thus when fluid concrete described concrete spatial flow mistake easily from leaving between described two vertical light gauge cold-formed steel shapes.Vertical and the problem that causes of the principal plane of this principal plane of having avoided light gauge cold-formed steel shape of the prior art and described concrete slab structural element: 1) between outside concrete blinding and inboard concrete blinding during fluid concrete, concrete flowing is subjected to the obstruction of light gauge cold-formed steel shape, concrete pouring efficient is low, and concrete density and homogenieity after the cast are influenced; 2) principal plane of light gauge cold-formed steel shape forms cold bridge perpendicular to the principal plane of concrete slab structural element thereby make light gauge cold-formed steel shape stretch along the direction from indoor to outdoor between indoor and outdoor, influences the effect of heat insulation of warming plate.And according to concrete slab structural element of the present utility model, owing to adopted novel light gauge cold-formed steel shape frame construction, solved two problems of the prior art: 1) for the top the 1st) individual problem, light gauge cold-formed steel shape of the present utility model stretches in the direction of the principal plane that is parallel to concrete structure member, can be to the concrete of cast along the extending transversely direction of concrete slab, along the mobile so big obstruction of picture prior art that causes of concrete blinding, make concrete to flow swimmingly along the direction of the principal plane of light-gauge steel section.This can improve cast efficient, and concrete density and homogenieity after guaranteeing to be poured in the space between inboard and the outside concrete blinding; For the top the 2nd) individual problem, light gauge cold-formed steel shape of the present utility model stretches in the direction (vertical with the direction from indoor to outdoor) of the principal plane that is parallel to concrete structure member, has avoided forming between indoor and outdoor cold bridge.
In addition, when the prefabricated thermal insulation composite board product with prefabricated thermal insulation composite board product of the present utility model, band turning combines with light gauge cold-formed steel shape frame construction product, a complete construction industry system will be formed.This individual system had both related to architectural design, building structure, related to building operations again, had wide range of applications.This system has following advantage:
1. these series of products are industrialization, standard product, can improve the level of resources utilization by large-scale industrialized production, guarantee the quality of product, and loaded down with trivial details site operation is turned to factory, and this meets the housing industrialization developing direction of country fully.
2. because thermal insulating composite panel outside composite inorganic incombustible material, the transportation of this product after dispatching from the factory, deposit with work progress in can effectively eliminate disaster hidden-trouble.
3. when the enhancing net that reinforcing material for example is made of alkali-resistant glass fibre, carbon fiber or steel fibre being set in the heavy seal coat of outside fireproof inorganic reinforcement material and/or being evenly dispersed in the alkaline-resisting short glass fiber in the described heavy seal coat, alkaline-resisting chopped carbon fiber or alkaline-resisting weak point when cutting steel fibre; the bending strength of composite plate significantly is better than the bending strength of concrete Plywood for concrete form, can directly substitute the wooden concrete blinding that the outside needs the face that is incubated.Adopt this to exempt from the form removal technology, insulation layer and deck are connected firmly, and saved time-consuming heat preservation construction, also reduced in traditional form of construction work operations such as dismounting, maintenance, carrying and final processing concrete blinding.
4. when precast composite slab of the present utility model and light gauge cold-formed steel shape frame construction of the present utility model are combined, when replacing screw-thread steel with light gauge cold-formed steel shape, under the situation that total steel using amount does not increase, improve the stability of temporary structure, the accuracy of size greatly, make work progress more convenient, quick, reliable, also effectively reduce the use of provisional support.
5. owing to the transformation of mode of construction, the workload of site operation significantly reduces, thereby saves the labour, reduces labour intensity, shortens the construction period.It is estimated that the mounting technology of the new-type construction industry that is combined to form of adopting composite plate of the present utility model and light gauge cold-formed steel shape frame construction of the present utility model, can save labour 35%～50%, the reduction of erection time is more than 40%.
6. after making concrete and light gauge cold-formed steel shape framework adhesive bond, fluid concrete between permanent concrete blinding of the present utility model and ordinary concrete template just can form shaped steel strengthening concrete structure.Shaped steel strengthening concrete structure is one of the antidetonation of generally acknowledging at present, durable, form of structure that fireproof performance is the most excellent.Its anti-seismic performance is much better than masonry structure, and fire resistance and endurance quality are much better than steel work, and anti-seismic performance and structure ductility also are better than reinforced concrete structure of the prior art.
7. when fluid concrete not, the structure that precast composite slab of the present utility model and assembly thereof and light gauge cold-formed steel shape frame construction of the prior art is combined and form, can be used for building light steel building of low layer or the interim fast building of piecing together, should select for use the galvanized steel plain sheet of good weatherability to do light gauge cold-formed steel shape this moment, and carry out water proof structure.
8. in the application scheme of existing basic unit body of wall, composite plate of the present utility model can be used as the heat preservation decorative lamination integration product, and finish coat can be made into facings such as stone material, timber, metal-like.Can pour into a mould pea gravel concreten in the cavity to improve the structural strength and the waterproof ability of existing body of wall, very special significance has been made in old housing reform.
Below the preferred version of first basic scheme of the present utility model and other basic scheme are described respectively:
The preferred version of first basic scheme
In prefabricated thermal insulation composite plate based on first preferred version of first basic scheme, all be provided with embedding reinforcing material within it in each layer heavy seal coat (7), described prefabricated thermal insulation composite plate is of a size of the modulated dimension that meets building standardization.The prefabricated thermal insulation composite plate of this preferred version is by embedding reinforcing material in heavy seal coat; further improved the intensity of precast plate; by setting the size of precast plate for meet building standardization modulated dimension, the standardized production of the precast plate of being more convenient for, standardized construction operation, more help to improve efficiency of construction.
In the prefabricated thermal insulation composite plate based on second preferred version of first preferred version, described reinforcing material comprises the enhancing net (8) that is made of alkali-resistant glass fibre, carbon fiber or steel fibre or comprises alkaline-resisting short glass fiber, chopped carbon fiber or the short steel fibre of cutting that is evenly dispersed in the described heavy seal coat.Thereby the reinforcing material that this preferred version proposes improves the intensity of whole precast plate for the intensity of further raising heavy seal coat, and better effect is especially arranged.
In the prefabricated thermal insulation composite plate based on the 3rd preferred version of first preferred version, described cement is portland cement or magnesia oxychloride cement, and described heat preservation plate material is made of flammable organic insulation material.In this preferred version, portland cement or magnesia oxychloride cement and the heat preservation plate material that is made of flammable organic insulation material are combined, flameproof effect is able to further raising.
In prefabricated thermal insulation composite plate based on the 4th preferred version of first basic scheme, described frame (2) comprises four sections frame section bars, two end faces of every section frame section bar all are the inclined-planes, so that dock and the formation complete frame (2) that is bolted together at four sections frame section bar two both ends, each section frame section bar all is integrally formed, and each section frame section bar includes:
Inboard and be in two of frame section bar upper and lower fixedly alar parts (10) respectively at described frame section bar; And
It is inboard and be in described two fixing core holddown grooves (3) between the alar part (10) to be in the frame section bar;
Wherein, each in described two frame connecting portions (11) all is provided with frame connecting hole (4); In the edge of four sides of the described core (9) of described prefabricated thermal insulation composite plate each is inserted into respectively in the core holddown groove (3) of one section frame section bar, and, every section frame section bar described two fixedly alar part (10) be clamped in four edges of described core (9) one;
This prefabricated thermal insulation composite plate also comprises:
Frame section bar girth member (5), between the frame section bar of per two sections ends butt joint one or two frame section bar girth member (5) is arranged, described frame section bar girth member (5) comprises that two are inserted connecting portion (51), described two are inserted in the frame connecting hole (4) adjacent one another are that connecting portions (51) are inserted into per two sections adjacent frame section bars respectively and are fixed in the frame connecting hole (4), so that four sections frame section bars are joined together to form an integral body.
In this preferred version, frame adopts segmented assembly to form, and carries out assembling combination by means of the frame connecting hole on frame girth member and the frame, and the core that utilizes frame fixedly alar part fixedly connected with core with the core holddown groove.This has formed a kind of erection method of novel uniqueness, is convenient to very much the manufacturing of Building Materials Factory.And the bulk strength and the integral rigidity of produced precast composite slab are further improved.
In prefabricated thermal insulation composite plate based on the 5th preferred version of the 4th preferred version, described mounting groove (13) is with respect to described two frame connecting portions (11) setting placed in the middle, described core holddown groove (3) described scuncheon with respect to described two fixedly alar part be provided with between two parties.In this preferred version, with mounting groove and the setting placed in the middle respectively of core holddown groove, the bilateral symmetry of frame about not needing to distinguish when on core frame being installed, is convenient to install on core in Building Materials Factory the operation of frame; Simultaneously, the prefabricated thermal insulation composite plate does not need to distinguish the interior outside of precast plate along its center principal plane yet bilateral symmetry yet when assembling precast plate at the construction field (site), be convenient to the assembly unit assembling work in the prefabricated thermal insulation composite plate at architecture construction scene.
In prefabricated thermal insulation composite plate based on the 6th preferred version of the 5th preferred version; also comprise finish coat (15), described finish coat (15) is in the outside of the heavy seal coat (7) that is positioned at this prefabricated thermal insulation composite plate outside and bonds together with this heavy seal coat (7).The precast plate of this preferred version has comprised finish coat, and so once assembling construction can be finished in the prior art task that three process (concrete blinding, insulation layer construction, finish coat construction) at least just can be finished, and further improve efficiency of construction.
In prefabricated thermal insulation composite plate based on the 7th preferred version of first basic scheme, the heat preservation plate material of described heat preservation plate material for constituting by flammable organic insulation material.In this preferred version, heat preservation plate material is that flammable organic insulation material constitutes, and like this, the effect that not only improves aspects such as the intensity of prefabricated thermal insulation composite plate and site assembly efficiency of operation is embodied, and flameproof effect also further is improved.Simultaneously, can allow the cost of the organic insulation material that reaches same thermal resistance will be lower than the cost of inorganic heat insulation material, the cost advantage of whole prefabricated thermal insulation plate is more obvious.
In the prefabricated thermal insulation composite plate based on the 8th preferred version of first basic scheme, described prefabricated thermal insulation composite plate is a square or rectangular, and its size and weight are set manual handling and the operation of being convenient to the construction worker for.According to this preferred version, when precast plate was made square or rectangular, consolidation service was convenient, the standardized designs of also being more convenient for and construction; And size and weight are set the craft of being convenient to the construction worker for and are just transported and operate, and can be reduced in the dependence of job site to hanging device, when improving efficiency of construction, reduce construction cost.For foursquare precast plate, the convenience of its assembly unit further highlights, and this means, the structure on four limits of plate is just the same, when assembling at the scene, need not to distinguish.When the 8th preferred version and the 5th preferred version combine and form the prefabricated thermal insulation composite plate, the then standardization of the manufacturing of plate, site-assembled standardization and convenience further improve, during the precast plate assembling, the outside need not to distinguish not only, all need not about under the mountain to distinguish, assembling is convenient very flexibly, is a kind of form of construction work that is difficult for makeing mistakes.
Second basic scheme and preferred version thereof
Second basic scheme relates to a kind of prefabricated thermal insulation composite plate (20) with the turning, it comprises two thermal insulating composite panel parts, in described two thermal insulating composite panels part each all has inner major planar surface (101), outer major planar surface (102) and four side end faces, a side end face in described four side end faces forms the inclined-plane (108 with respect to the inner major planar surface (101) of this thermal insulating composite panel part and outer major planar surface (102) inclination, 109), two inclined-planes (108,109) measure-alike angle of inclination is identical, so that be fitted to each other, two thermal insulating composite panel parts are docking together at the place, inclined-plane, make two thermal insulating composite panel parts be in respectively in two different planes, described two different planes intersect each other, and each thermal insulating composite panel part all comprises:
The core (9) that constitutes by heat preservation plate material;
The two-layer heavy seal coat (7) that constitutes by the polymer modification rubber cement of cement based or gypsum base, described core (9) is between the described two-layer heavy seal coat (7), and described two-layer heavy seal coat and described core (9) bond together;
Frame (2); described frame (2) is in three side end faces (103 except that the side end face that forms described inclined-plane in described thermal insulating composite panel part of core (9); 104; 106) three limits on also tighten together with core (9); described should the inner major planar surface and each plane in the outer major planar surface of prefabricated thermal insulation composite plate at band turning in; described heavy seal coat covers described frame; make described frame only in described three side end faces (103 of the described thermal insulating composite panel part of the prefabricated thermal insulation composite plate at this band turning; 104; 106) expose on; described frame (2) is included in the described frame outside and is in two frame connecting portions (11) of frame upper and lower respectively and is in the frame outside and is in mounting groove (13) between described two frame connecting portions (11), and described mounting groove is along the length extension of whole frame.
In prefabricated thermal insulation composite plate based on the band turning of first preferred version of second basic scheme; all be provided with embedding reinforcing material within it in each layer heavy seal coat (7), the prefabricated thermal insulation composite plate at described band turning is of a size of the modulated dimension that meets building standardization.
In the prefabricated thermal insulation composite plate based on the band turning of second preferred version of the prefabricated thermal insulation composite plate at the band turning of first preferred version, described reinforcing material comprises the enhancing net (8) that is made of alkali-resistant glass fibre, carbon fiber or steel fibre or comprises alkaline-resisting short glass fiber, carbon fiber or the steel fibre that is evenly dispersed in the described heavy seal coat.
In the prefabricated thermal insulation composite plate based on the band turning of the 3rd preferred version of the prefabricated thermal insulation composite plate at the band turning of first preferred version, described cement is portland cement or magnesia oxychloride cement, and described heat preservation plate material is made of flammable organic insulation material.
In prefabricated thermal insulation composite plate based on the band turning of the 4th preferred version of second basic scheme, the described frame (2) that each described thermal insulating composite panel partly comprises all comprises three sections frame section bars, two end faces of every section frame section bar all are the inclined-planes, so that dock and the formation complete frame (2) that is bolted together at six sections frame section bar two both ends, each section frame section bar all is integrally formed, and each section frame section bar includes:
Inboard and be in two of the frame upper and lower fixedly alar parts (10) respectively at described frame section bar; And
It is inboard and be in described two fixing core holddown grooves (3) between the alar part (10) to be in the frame section bar;
Wherein, in described two frame connecting portions (11) each all is provided with frame connecting hole (4), three side end faces (103 except that the side end face that is formed with described inclined-plane of the described core (9) of described thermal insulating composite panel part, 104, the edge on three limits 106) is inserted into respectively in the core holddown groove (3) of one section frame section bar, and, every section frame section bar described two fixedly alar part (10) be clamped on the edge on a limit in above-mentioned three limits of described core (9);
The prefabricated thermal insulation composite plate at described band turning also comprises:
Frame section bar girth member (5), except that described inclined-plane is sentenced, at adjacent per two sections frame section bar side end face joints, between the frame section bar of per two sections ends butt joint, one or two frame section bar girth member (5) is arranged, described frame section bar girth member (5) comprises that two are inserted connecting portion (51), described two are inserted in the frame connecting hole (4) adjacent one another are that connecting portions (51) are inserted into the adjacent two sections frame section bars in each thermal insulating composite panel part respectively and are fixed in the frame connecting hole (4), so that adjacent frame section bar is joined together to form an integral body;
The prefabricated thermal insulation composite plate at described band turning also comprises:
Corner part frame section bar girth member (6), the end face joint that is in two frame section bars on described inclined-plane has one or two corner part frame section bar girth member (6) between two frame section bars, described corner part frame section bar girth member (6) comprises turning insertion connecting portion (61), described turning is inserted connecting portion (61) and is inserted in the frame connecting hole (4) of described adjacent two frames at place, described inclined-plane, thereby will be fixed together at the two neighboring sections frame section bar at the place, inclined-plane that described two thermal insulating composite panels partly connect, thereby six sections frame section bars of two adjacent thermal insulating composite panel parts are fixed together complete frame of formation and described two thermal insulating composite panel partial fixings are combined together to form an integral body.
In prefabricated thermal insulation composite plate based on the band turning of the 5th preferred version of the prefabricated thermal insulation composite plate at the band turning of the 4th preferred version, described mounting groove (13) is with respect to described two frame connecting portions (11) setting placed in the middle, and described core holddown groove (3) is with respect to described two fixedly alar part (10) settings placed in the middle.
In prefabricated thermal insulation composite plate based on the band turning of the 6th preferred version of second basic scheme; also comprise finish coat (15), described finish coat (15) is in the outside of the heavy seal coat (7) outside the prefabricated thermal insulation composite plate that is positioned at this band turning and bonds together with this heavy seal coat (7).
In prefabricated thermal insulation composite plate based on the band turning of the 7th preferred version of second basic scheme, the heat preservation plate material of described heat preservation plate material for constituting by flammable organic insulation material.
In prefabricated thermal insulation composite plate based on the band turning of the 8th preferred version of the prefabricated thermal insulation composite plate at the band turning of the 7th preferred version, the thermal insulating composite panel of the prefabricated thermal insulation composite plate at described band turning partly is a square or rectangular, and its size is set manual handling and the operation of being convenient to the construction worker for.
The front illustrated according to first basic scheme of prefabricated thermal insulation composite plate of the present utility model and the further beneficial effect of preferred version thereof, go for the substrate scheme and the preferred version thereof of the prefabricated thermal insulation composite plate at the utility model band turning equally, do not repeat them here.
The 3rd basic scheme and preferred version thereof
The 3rd basic scheme of the present utility model relates to a kind of thermal insulating composite panel element of construction, it comprises the described prefabricated thermal insulation composite plate of any one scheme (1) in a plurality of as first basic scheme and the preferred version thereof, described a plurality of prefabricated thermal insulation composite plate is splicing together in the mode of side end face butt joint, the element of construction that this prefabricated thermal insulation composite plate constitutes also comprises: a plurality of parts that socket, described a plurality of each that sockets in the part all comprises mounting groove Embedded Division (162,163,171,172) and extension (164,173), described mounting groove Embedded Division is embedded in the mounting groove of described prefabricated thermal insulation composite plate, described extension reaches outside the described mounting groove, and extend above described inner major planar surface (101) towards described inner major planar surface (101), by described a plurality of cooperations that are connected that socket part and described mounting groove, described a plurality of prefabricated thermal insulation composite plates are splicing together.
In thermal insulating composite panel element of construction based on first preferred version of the 3rd basic scheme, the prefabricated thermal insulation composite plate (20) that also comprises the described band of any one scheme turning in a plurality of as second basic scheme and the preferred version thereof, the height of the prefabricated composite insulation boards at described band turning and thickness equate with the height and the thickness of described prefabricated thermal insulation composite plate respectively, the mounting groove (13) of the mounting groove of the prefabricated composite insulation boards at described band turning and described prefabricated thermal insulation composite plate measure-alike, between the prefabricated thermal insulation composite plate at described band turning and the described prefabricated thermal insulation composite plate in twos the side end face dock, by a plurality of parts (16 that socket, 17) with the cooperation that is connected of described mounting groove (13), the prefabricated thermal insulation composite plate and the described prefabricated thermal insulation composite plate at the described band turning of adjacent butt joint are splicing together, and are splicing together with the cooperation that is connected of described mounting groove by socketing part between the prefabricated thermal insulation composite plate at adjacent per two band turnings.
In thermal insulating composite panel element of construction based on second preferred version of first preferred version of the 3rd basic scheme or the 3rd basic scheme, the described part that sockets is T-shaped generally, described mounting groove Embedded Division is formed on the top of described T shape, described extension is formed on the bottom of described T shape, the described mounting groove Embedded Division (162 that sockets part, 163,171,172) shape of cross section is consistent with the shape of cross section of described mounting groove (13) so that mounting groove Embedded Division (162,163,171,172) be fitted to each other with described mounting groove (13).
In thermal insulating composite panel element of construction based on the 3rd preferred version of the 3rd basic scheme, the described part that sockets includes seam and sockets part (16) and the seamless part (17) that sockets, described have seam to socket part and have main part (161), the described extension (164) that has seam to socket part is in the same plane with the described described main part (161) that has seam to socket part, the described mounting groove Embedded Division (162 that has seam to socket part, 163) describedly there is seam to socket outside the described extension and the residing plane of described main part of part along reaching perpendicular to the described direction that has seam to socket the described extension of part and the residing plane of described main part, in described element of construction, described have seam to socket part to be placed in the horizontal joint that is formed by adjacent per two prefabricated thermal insulation composite plates butt joint, and described have a width (W that stitches the cross section that sockets part and the described seamless mounting groove Embedded Division that sockets part
Draw 1, W
Draw 2) all with the width (W of the mounting groove of prefabricated thermal insulation composite plate
Groove) equate the described height (h that the cross section that stitches the mounting groove Embedded Division that sockets part is arranged
Draw 1) be equal to or less than the degree of depth (d of described mounting groove
Groove); The described seamless cross-sectional height (h that sockets the mounting groove Embedded Division of part
Draw 2) equal the degree of depth (d of two mounting grooves of two prefabricated thermal insulation composite plates that are docking together
Groove) and, the described seamless part that sockets has necking section (178), described necking section is between described mounting groove Embedded Division (171) and the described extension (173), the whole described seamless thickness that sockets part is all identical, the width of the cross section of described necking section is less than the width of the cross section of described extension, in vertical two frame connecting portions (11) one of each in transversely adjacent per two prefabricated thermal insulation composite plates is provided with draw-in groove (179), two adjacent draw-in grooves each other over against, the width of described draw-in groove equates with the width of described necking section, the degree of depth of two draw-in grooves and equate with the thickness of described necking section.
In thermal insulating composite panel element of construction based on first preferred version of the 3rd basic scheme, the described part that sockets includes seam and sockets part (16) and the seamless part (17) that sockets, described have seam to socket part and have main part (161), the described extension (164) that has seam to socket part is in the same plane with the described described main part (161) that has seam to socket part, the described mounting groove Embedded Division (162 that has seam to socket part, 163) describedly there is seam to socket outside the described extension and the residing plane of described main part of part along reaching perpendicular to the described direction that has seam to socket the described extension of part and the residing plane of described main part, in described element of construction, in horizontal joint that forms by adjacent per two prefabricated thermal insulation composite plates butt joint and the horizontal joints that form by the prefabricated thermal insulation composite plate butt joint at adjacent per two band turnings, all be placed with described have to stitch socket part, described have a width (W that stitches the cross section that sockets part and the described seamless mounting groove Embedded Division that sockets part
Draw 1, W
Draw 2) all with the width (W of the mounting groove of the prefabricated thermal insulation composite plate at the mounting groove of prefabricated thermal insulation composite plate and band turning
Groove) equate the described height (h that the cross section that stitches the mounting groove Embedded Division that sockets part is arranged
Draw 1) be equal to or less than the degree of depth (d of described mounting groove
Groove); The described seamless cross-sectional height (h that sockets the mounting groove Embedded Division of part
Draw 2) equal the degree of depth (d of two mounting grooves
Groove) and, the described seamless part that sockets has necking section (178), described necking section is between described mounting groove Embedded Division (171) and the described extension (173), the whole described seamless thickness that sockets part is all identical, the width of the cross section of described necking section is less than the width of the cross section of described extension, in vertical two frame connecting portions (11) one of each in transversely adjacent per two prefabricated thermal insulation composite plates go up and the prefabricated thermal insulation composite plate at transversely adjacent prefabricated thermal insulation composite plate and band turning in each in vertical two frame connecting portions (11) one be provided with draw-in groove (179), two adjacent draw-in grooves each other over against, the width of described draw-in groove equates with the width of described necking section, the degree of depth of two draw-in grooves and equate with the thickness of described necking section.
The 4th basic scheme
The 4th basic scheme of the present utility model relates to a kind of permanent concrete blinding, and this permanent concrete blinding comprises:
As the described prefabricated thermal insulation composite plate of any one scheme in first basic scheme and the preferred version thereof and/or as second basic scheme and preferred version thereof in the prefabricated thermal insulation composite plate at the described band of any one scheme turning;
Or comprise: as the described thermal insulating composite panel element of construction of any one scheme in the 3rd basic scheme and the preferred version thereof.
The 5th basic scheme and preferred version thereof
The 5th basic scheme of the present utility model relates to a kind of concrete slab structural element, and it comprises:
Arrangement of reinforcement;
First concrete blinding, it is in a side of described arrangement of reinforcement;
Second concrete blinding, it is in the opposite side of described arrangement of reinforcement;
Concrete, it is between described first concrete blinding and described second concrete blinding;
Wherein, all be permanent concrete blinding in described first concrete blinding and described second concrete blinding one or both of, described concrete and described arrangement of reinforcement and described permanent concrete blinding are combined into an integral body;
Wherein, described permanent concrete blinding comprises: the described thermal insulating composite panel element of construction of any one scheme in the 3rd basic scheme and the preferred version thereof, described thermal insulating composite panel element of construction and described arrangement of reinforcement are by the described extension that sockets part (16,17,165) and fixedly connected.
In the concrete slab structural element based on first preferred version of the 5th basic scheme, described arrangement of reinforcement is reinforcing bar or light gauge cold-formed steel shape framework; Described light gauge cold-formed steel shape framework comprises:
The longitudinal type steel joist (95,85) of the isolated arrangement parallel to each other of direction of extension of a plurality of principal planes along described concrete slab structural element, each longitudinal type steel joist comprises two vertical light gauge cold-formed steel shapes (951,952; 851,852), the inner major planar surface and the outer major planar surface of the prefabricated thermal insulation composite plate at prefabricated thermal insulation composite plate that the principal plane of described vertical light gauge cold-formed steel shape and described thermal insulating composite panel element of construction are included or band turning are parallel to each other, described two vertical light gauge cold-formed steel shapes are opposite each other and spaced apart along the direction vertical with the principal plane of described concrete slab structural element, so that leave space (200) between described two vertical light gauge cold-formed steel shapes, thereby described concrete spatial flow mistake easily when fluid concrete from leaving between described two vertical light gauge cold-formed steel shapes, be full of concrete in the space of leaving between described two vertical light gauge cold-formed steel shapes, described first concrete blinding all is connected with described curved light-gauge steel section frame fixation with described second concrete blinding.
In concrete slab structural element based on second preferred version of first preferred version of the 5th basic scheme, pass through shaped steel connector (96 between described two vertical light gauge cold-formed steel shapes, 87) fixedly connected, all spaced apart between described first concrete blinding and described second concrete blinding and the described vertical light gauge cold-formed steel shape, the concrete between described first concrete blinding and second concrete blinding covers described light gauge cold-formed steel shape framework.
In concrete slab structural element based on the 3rd preferred version of first preferred version of the 5th basic scheme, vertical light gauge cold-formed steel shape (951 that each longitudinal type steel joist (95) comprises, 952) have a plurality of keel through holes (953 that run through that distribute along its length direction on, 954), keel through hole (953 on two vertical light gauge cold-formed steel shapes, 954) each other over against, at at least a portion keel through hole (953,954) be penetrated with the described part (16 that sockets in, 17,165) extension makes that the inner major planar surface of prefabricated thermal insulation composite plate at prefabricated thermal insulation composite plate that the principal plane that runs through direction and described concrete slab structural element of described keel through hole and described thermal insulating composite panel element of construction are included or band turning is vertical with outer major planar surface; One in described first concrete blinding and described second concrete blinding is the ordinary concrete template, and described permanent concrete blinding is an outside concrete blinding, and described ordinary concrete template is inboard concrete blinding (92),
Described concrete slab structural element also comprises tension bolt (91) and tension sleeve pipe (90), and described tension sleeve pipe (90) is between the vertical light gauge cold-formed steel shape that is in the inboard in two included vertical light gauge cold-formed steel shapes of described inboard concrete blinding (92) and each longitudinal type steel joist;
The described part (16 that sockets, 17,165) extension stretches out and passes described keel through hole from described outside concrete blinding and is connected with described tension sleeve pipe, described outside concrete blinding is fixedlyed connected with described longitudinal type steel joist, described tension bolt (91) passes described inboard concrete blinding (92) and is connected with described tension sleeve pipe, and described inboard concrete blinding is fixedlyed connected with described longitudinal type steel joist.
In the concrete slab structural element based on the 4th preferred version of the 3rd preferred version of the 5th basic scheme, described concrete slab structural element also comprises:
Limit casing (80), it is between the vertical light gauge cold-formed steel shape that is in the outside in two included vertical light gauge cold-formed steel shapes of described outside concrete blinding and described each longitudinal type steel joist.
In the concrete slab structural element based on the 5th preferred version of second preferred version of the 5th basic scheme, two included vertical light gauge cold-formed steel shapes of each longitudinal type steel joist all are C shape shaped steel, and described light gauge cold-formed steel shape framework also comprises:
Horizontal connecting-type steel joist, it comprises horizontal light gauge cold-formed steel shape (981,982,881,882);
Oblique connecting-type steel joist, it comprises oblique light gauge cold-formed steel shape (891,892), described longitudinal type steel joist is along vertical setting, a plurality of longitudinal type steel joists that are arranged in parallel connect by described horizontal connecting-type steel joist, described oblique shaped steel connects keel and is connected with described longitudinal type steel joist, and described longitudinal type steel joist, described horizontal connecting-type steel joist and the described oblique keel that are connected connect to form a stable whole rigid structures.
In concrete slab structural element based on the 6th preferred version of the 3rd preferred version of the 5th basic scheme, between described the socketing between part (165) and the described tension sleeve pipe (90) to being threaded, described tension bolt (91) and described tension sleeve pipe (90) for being threaded.
In concrete slab structural element with the 7th preferred version of the 5th basic scheme, described concrete slab structural element is the concrete panel structural element, also comprise: the initial platform (30) that is in the bottom, be fixed with on the described initial platform initial (31), described initial (31) have the outstanding Embedded Division (310) that projects upwards, the nethermost mounting groove (13) that is in that described permanent concrete blinding is included is on the prefabricated composite insulation boards at nethermost prefabricated composite insulation boards and band turning cooperates with initial outstanding Embedded Division (310), and outstanding Embedded Division is embedded in the described nethermost mounting groove.
The 6th basic scheme and preferred version thereof
The 6th basic scheme relates to a kind of concrete panel structural element, and it comprises: arrangement of reinforcement; First concrete blinding, it is in a side of described arrangement of reinforcement; Second concrete blinding, it is in the opposite side of described arrangement of reinforcement; Concrete blinding supports, and described first concrete blinding is connected with described concrete blinding support fixation with described second concrete blinding; Concrete, it is between described first concrete blinding and described second concrete blinding; Wherein, all be permanent concrete blinding in described first concrete blinding and described second concrete blinding one or both of, described concrete and described arrangement of reinforcement and described permanent concrete blinding are combined into an integral body; Wherein, described permanent concrete blinding comprises the described thermal insulating composite panel element of construction of any one scheme in the 3rd basic scheme and the preferred version thereof, described thermal insulating composite panel element of construction and described concrete blinding support by the described part (16 that sockets, 17,165) extension and fixedly connected.
In concrete panel structural element based on first preferred version of the 6th basic scheme, described first concrete blinding is an outside concrete blinding, described outside concrete blinding is permanent concrete blinding, described second concrete blinding is inboard concrete blinding (92), and the concrete blinding of this concrete panel structural element supports and comprises: vertical keel of concrete blinding (922) and concrete blinding lateral keel (921);
This concrete panel structural element also comprises tension bolt (91) and tension sleeve pipe (90), described tension sleeve pipe (90) be in described inboard concrete blinding (92) outside and with described inboard concrete blinding adjacency, the vertical keel of described concrete blinding (922) be in described inboard concrete blinding (92) inboard and with described inboard concrete blinding adjacency, described concrete blinding lateral keel be in the vertical keel of described concrete blinding inboard and with described concrete blinding lateral keel adjacency, described tension bolt (91) is inboard from described concrete blinding lateral keel, pass described concrete blinding lateral keel (921) successively, the vertical keel of described concrete blinding (922), described inboard concrete blinding (92) is connected with described tension sleeve pipe (90), thereby with described inboard concrete blinding, described concrete blinding lateral keel is fixedlyed connected with the vertical keel of described concrete blinding; The described extension that sockets part (165) stretches out and passes with described tension sleeve pipe from described outside concrete blinding and is connected, thereby described outside concrete blinding is fixedlyed connected with described inboard concrete blinding, the vertical keel of described concrete blinding and described concrete blinding lateral keel.
In concrete panel structural element based on second preferred version of first preferred version of the 6th basic scheme, between described the socketing between part (165) and the described tension sleeve pipe (90) to being threaded, described tension bolt (91) and described tension sleeve pipe (90) for being threaded.
In concrete panel structural element based on the 3rd preferred version of the 6th basic scheme, also comprise: the initial platform (30) that is in the bottom, be fixed with on the described initial platform initial (31), described initial (31) have the outstanding Embedded Division (310) that projects upwards, the nethermost mounting groove (13) that is in that described permanent concrete blinding is included is on the prefabricated composite insulation boards at nethermost prefabricated composite insulation boards and band turning cooperates with initial outstanding Embedded Division (310), and outstanding Embedded Division is embedded in the described nethermost mounting groove.
The 7th basic scheme and preferred version thereof
The 7th basic scheme of the present utility model relates to a kind of wall body structure member, comprise: body of wall agent structure part (100) and insulation layer part, described insulation layer part is fixedlyed connected with described body of wall agent structure part (100), it is characterized in that: described insulation layer partly is the described thermal insulating composite panel element of construction of any one claim among the claim 19-23, the described part (16 that sockets, 165) extension is fixedlyed connected with described body of wall agent structure part (100), described thermal insulating composite panel element of construction is fixedly connected on the described body of wall agent structure part.
In wall body structure member based on first preferred version of the 7th basic scheme, the described extension that sockets part (16) has fastener hole, be fixed with support member (202) on the described body of wall agent structure part, the described part that sockets is fixedly connected on the described support member (202) by fastener hole on the described extension and securing member.
In wall body structure member based on second preferred version of the 7th basic scheme, also comprise: the initial platform (30) that is in the bottom, be fixed with on the described initial platform initial (31), described initial (31) have the outstanding Embedded Division (310) that projects upwards, the nethermost mounting groove (13) that is in that described permanent concrete blinding is included is on the prefabricated composite insulation boards at nethermost prefabricated composite insulation boards and band turning cooperates with initial outstanding Embedded Division (310), and outstanding Embedded Division is embedded in the described nethermost mounting groove.
The 8th basic scheme and preferred version thereof
The 8th basic scheme of the present utility model relates to a kind of mould section bar (50) that is used to make the prefabricated thermal insulation composite plate at described prefabricated thermal insulation composite plate of one of first basic scheme and preferred version thereof or the described band of one of second basic scheme and preferred version thereof turning, it comprises: section bar body (501), described section bar body comprise be used for when making the prefabricated thermal insulation composite plate at this described prefabricated thermal insulation composite plate or described band turning and two connecting portions (11) of the frame (2) of the prefabricated thermal insulation composite plate at described prefabricated thermal insulation composite plate or described band turning against inboard butting section (507), stretch out on the surface of described inboard butting section be used for when making the prefabricated thermal insulation composite plate at described prefabricated thermal insulation composite plate or described band turning, being inserted into mounting groove (13) thus in positioning salient (504) that core (9) is positioned, the thickness of described positioning salient equals the width (W of described mounting groove
Groove); what described inboard butting section was provided with the thickness that is used to determine heavy seal coat (7) when making the prefabricated thermal insulation composite plate at prefabricated thermal insulation composite plate or described band turning goes up alignment protuberance (503), and the distance from the upper surface of described positioning salient (504) to the top surface of the described protuberance (503) that aligns is greater than described frame connecting portion (11) thickness.
In mould section bar based on first preferred version of the 8th basic scheme; also comprise the following alignment protuberance (502) that is used for the thickness of decision one deck heavy seal coat (7) when making the prefabricated thermal insulation composite plate at prefabricated thermal insulation composite plate or described band turning; distance from the soffit of described positioning salient (504) to the described basal surface of alignment protuberance (502) down is greater than described frame connecting portion (11) thickness, describedly goes up distance that alignment protuberance (503) protrudes upward from the upper surface of described positioning salient (504) and equals the distance that described alignment protuberance (502) down stretches out from the soffit of described positioning salient (504) downwards.
In mould section bar based on second preferred version of the 8th basic scheme first preferred version, the described alignment protuberance of going up reaches on the upper surface of described section bar body (501), and described alignment protuberance (502) down reaches under the soffit of described section bar body.
In the mould section bar based on the 3rd preferred version of the 8th basic scheme, described section bar body is hollow section bar body, and described mould section bar is made of aluminium alloy extrusions.
Description of drawings
Fig. 1 is the perspective view of a preferred implementation of prefabricated thermal insulation composite plate of the present utility model;
Fig. 2 is the perspective exploded view of a preferred implementation of prefabricated thermal insulation composite plate of the present utility model;
Fig. 3 is the A portion enlarged drawing of Fig. 2;
Fig. 4 is the B portion enlarged drawing of Fig. 2;
Fig. 5 is the structural representation of cross section of a preferred implementation of the prefabricated thermal insulation composite plate at preferred implementation of prefabricated thermal insulation composite plate of the present utility model and band turning;
The section structure schematic diagram that Fig. 6 is combined together by the thermal insulating composite panel at the mould section bar of the prefabricated thermal insulation composite plate that is used to make prefabricated thermal insulation composite plate of the present utility model or band turning and prefabricated thermal insulating composite panel or band turning;
Fig. 7 makes the perspective view that the thermal insulating composite panel at mould section bar and prefabricated thermal insulating composite panel or band turning of the prefabricated thermal insulation composite plate at prefabricated thermal insulation composite plate of the present utility model or band turning is combined together by expression;
Fig. 8 is the perspective exploded view of a preferred implementation of the prefabricated thermal insulation composite plate at band of the present utility model turning;
Fig. 9 is the C portion enlarged drawing of Fig. 8;
Figure 10 is the D portion enlarged drawing of Fig. 8;
Figure 11 is the E portion enlarged drawing of Fig. 8;
Figure 12 is the F portion enlarged drawing of Fig. 8;
Figure 13 is the perspective view of a preferred implementation of thermal insulating composite panel element of construction of the present utility model;
Figure 14 is the G portion enlarged drawing of Figure 13;
Figure 15 is the H portion enlarged drawing of Figure 13;
Figure 16 is the J portion enlarged drawing of Figure 13;
Figure 17 is the cross section section structure schematic diagram of a preferred implementation of concrete slab structural element of the present utility model;
Figure 18 is the three-dimensional decomposition texture schematic diagram of this preferred implementation of concrete slab structural element of the present utility model;
Figure 19 is the perspective view of basis tension bolt 91 preferred embodiment;
Figure 20 is the basis perspective view that sockets part 165 preferred embodiment;
Figure 21 is the perspective view of this preferred implementation of concrete slab structural element of the present utility model, and this figure has shown structure from the inboard signal of structural element;
Figure 22 is the perspective view of this preferred implementation of concrete slab structural element of the present utility model, and the outside signal from structural element among this figure has shown structure;
Figure 23 is the cross-sectional configuration schematic diagram of a preferred implementation of another kind of concrete slab structural element of the present utility model (being wallboard);
Figure 24 is the perspective exploded view of preferred implementation that should another kind concrete slab structural element of the present utility model;
Figure 25 is the cross-sectional configuration schematic diagram of a preferred implementation of a kind of wall body structure member of the present utility model.
Parts and list of numerals
Prefabricated thermal insulation composite plate 1
Frame connecting hole 4
Frame section bar girth member 5
Insert connecting portion 51
Corner part frame section bar girth member 6
Connecting portion 61 is inserted at the turning
Inner major planar surface 101
Outer major planar surface, 102
Side end face 103,104,105,106
Mounting groove 13
Strengthen net 8
Insert connecting portion 51
Finish coat 15
Inclined-plane 108,109
The prefabricated thermal insulation composite plate 20 at band turning
Mould section bar body 501
Under the protuberance 502 that aligns
Positioning salient 504
There is seam to socket part 16
Mounting groove Embedded Division 162,163
Main part 161
Extension 164
Seam Inlaid strip 166,169 is arranged
The seamless part 17 that sockets
Mounting groove Embedded Division 171,172
Jointless mosaic bar 177,178
Draw-in groove 179
Initial 31
Outstanding Embedded Division 310
Expansion bolt 32,201
Limit casing 80
Starting sheet 93
Longitudinal type steel joist 95,85
Keel through hole 953,954
Vertical light gauge cold-formed steel shape 951,952,851,852
Shaped steel connector through hole 961
Vertically connect keel 97
Vertically connect shaped steel 971,972
Horizontal connecting-type steel joist 98
Horizontal light gauge cold-formed steel shape 981,982,881,882
Oblique connecting-type steel joist 89
Oblique light gauge cold-formed steel shape 891,892
Tapping screw 81,93,203
Concrete blinding lateral keel 921
The vertical keel 922 of concrete blinding
Body of wall agent structure part 100
The specific embodiment
In below the manual and Figure of description, identical parts have identical title, have adopted identical Reference numeral.Corresponding parts have corresponding title, have adopted corresponding Reference numeral.
The preferred implementation of prefabricated thermal insulation composite plate
Fig. 1-7 shows the prefabricated thermal insulation composite plate 1 according to a preferred implementation of the present utility model.According to individual preferred implementation, this prefabricated thermal insulation composite plate 1 has inner major planar surface 101, outer major planar surface 102 and four side end faces 103,104,105,106, especially as illustrated in fig. 1 and 2.Shown in Fig. 1-6, this prefabricated thermal insulation composite plate 1 also comprises except that comprising the core 9 that is made of heat preservation plate material especially: two-layer heavy seal coat 7 and the frame 2 that is made of the polymer modification rubber cement of cement based or gypsum base.Core 9 is efficient organic heat-insulating sheet material such as polystyrene, polyurethane, phenolic aldehyde etc. or for inorganic heat insulation materials such as mineral wool panels, foam glass, foamed ceramicses, also can be super heat insulating material such as vacuum heat-insulation plate etc.The plate that can adopt different thickness according to design thermal technology needs is to provide corresponding thermal resistance, and common organic insulation material is more excellent than inorganic heat insulation material heat-insulating property, uses also wider.The material of heavy seal coat 7 is cement based or gypsum base polymer modification rubber cement, is the inorganic non-combustible material, can provide excellent protection for core 9.Core 9 is between the two-layer heavy seal coat 7, and two-layer heavy seal coat and core 9 bond together.Frame 2 tightens together round the periphery of core 9 and with core 9.In the inner major planar surface 101 and outer major planar surface 102 of this prefabricated thermal insulation composite plate, heavy seal coat covers frame 2, makes frame 2 only expose on four side end faces 103,104,105,106 of this prefabricated thermal insulation composite plate.Frame 2 is included in frame 2 outsides and is in two frame connecting portions 11 of frame upper and lower respectively and is in the frame outside and is in two mounting grooves 13 between the frame connecting portion 11, and mounting groove extends along the length of whole frame.As illustrated in Figures 5 and 6, the inboard of frame 2 refers to that side that contacts with core 9 (is the downside among Fig. 5, and the right side among Fig. 6), that side (upside among Fig. 5, and the left side among Fig. 6) that these plates dock each other when a plurality of prefabricated composite insulation boards of assembly unit and the outside of frame refers in manufacture process to contact with mould section bar 50.As illustrated in Figures 5 and 6, the upper and lower of frame is for the upper and lower among Fig. 6, and for Fig. 5, the top among Fig. 6 is just corresponding to the right part among Fig. 5, and the bottom among Fig. 6 is just corresponding to the left part among Fig. 5.
For another utility model purpose, the heat preservation plate material that constitutes core 9 also can be made of inorganic heat insulation material.For this situation, prefabricated thermal insulation composite plate of the present utility model still has raising intensity, globality, is convenient to the beneficial effect that construction operation efficient was constructed, improved in the assembling combination assembling.
Can be provided with embedding reinforcing material within it in each layer heavy seal coat 7.Reinforcing material can comprise the enhancing net 8 that is made of alkali-resistant glass fibre, carbon fiber or steel fibre, also can comprise the alkaline-resisting short glass fiber, carbon fiber or the steel fibre that are evenly dispersed in the heavy seal coat.Perhaps, reinforcing material can not only comprise enhancing net 8 but also comprise alkaline-resisting short glass fiber, carbon fiber or the steel fibre that is dispersed in the heavy seal coat.Reinforcing material can effectively improve performances such as the bend resistance, shock resistance of composite plate.
Shown in Fig. 2-3, in the prefabricated thermal insulation composite plate according to this preferred implementation, frame 2 comprises four sections frame section bars.The frame section bar is for squeezing pull-up material.Frame 2 can also play the effect of sizing, chain of command layer thickness in the composite plate manufacturing process, in the effect of transporting, depositing the corner of playing protection prefabricated thermal insulation composite plate in the process.In work progress, the splicing between plate and the plate makes its accurate positioning and guarantees its good planeness in splicing back by insert Inlaid strip 166,169,177,178 in the mounting groove 13 of frame 2.Also be that this frame section bar reliably links to each other precast composite slab with main structure by the tension bolt in actual applications.Two end faces of every section frame section bar all are the inclined-planes, so that dock and the complete frame 2 of formation that is bolted together at four sections frame section bar two both ends.Each section frame section bar all is integrally formed.Each section frame section bar includes two fixedly alar part 10 and core holddown grooves 3.Two fixedly alar part 10 is inboard and be in frame section bar upper and lower (for Fig. 6) respectively at the frame section bar.It is inboard and be in up and down two fixedly (for Fig. 6) between the alar part 10 that core holddown groove 3 is in the frame section bar.Shown in Fig. 3-6, each in two frame connecting portions 11 all is provided with frame connecting hole 4.In the edge of four sides of the core 9 of prefabricated thermal insulation composite plate each is inserted into respectively in the core holddown groove 3 of one section frame section bar, two of every section frame section bar fixedly alar part 10 be clamped in four edges of core 9 one.
Shown in Fig. 2-4, frame section bar girth member 5 couples together by two frame section bar girth members 5 between the frame section bar of per two sections ends butt joint.In actual use, a complete frame that forms for four sections frame section bars are assembled is provided with at least one frame section bar girth member 5 two sections is coupled together between per two sections link.Certainly, those skilled in the art it is contemplated that, for the complete frame that is only formed by a frame section bar, only need that frame section bar girth member 5 is set and get final product between the head and the tail two ends of this root frame section bar.Frame section bar girth member 5 comprises that two are inserted connecting portion 51, two are inserted in the frame connecting hole 4 adjacent one another are that connecting portion 51 is inserted into per two sections adjacent frame section bars respectively and are fixed in the frame connecting hole 4, so that four sections frame section bars are joined together to form an integral body.Frame section bar girth member on the corner provides reliable connection for the precast plate dull and stereotyped and following band turning that will manual in the present embodiment and seamlessly transits, and frame section bar girth member is inserted in the slotted eye that frame reserves get final product.
This preferred embodiment in, mounting groove 13 is provided with between two parties with respect to two frame connecting portions 11, core holddown groove 3 scuncheon with respect to two fixedly alar part be provided with between two parties.
As shown in Figure 2, on the prefabricated thermal insulation composite plate of this preferred implementation, also comprise finish coat 15.Finish coat 15 is in the outside of the heavy seal coat 7 that is positioned at this prefabricated thermal insulation composite plate outside and bonds together with this heavy seal coat 7.
In this prefabricated thermal insulation composite plate in preferred embodiment, be square or rectangular, its size and weight are set manual handling and the operation of being convenient to the construction worker for.
Performance indications according to the prefabricated thermal insulation composite plate of this preferred implementation are as follows:
The intensity contrast table of different materials
Annotate: the unified 100mm of being of method of testing specimen width, span is 300mm.
The preferred implementation of the prefabricated thermal insulation composite plate at band turning
Fig. 8-12 shows a kind of prefabricated thermal insulation composite plate 20 with the turning according to another preferred implementation of the present utility model.Be appreciated that not closely similar with the structure of the prefabricated thermal insulation composite plate 1 at turning shown in the structure of prefabricated thermal insulation composite plate at this band turning and Fig. 1-7, many aspects are identical.But the prefabricated thermal insulation composite plate at this band turning comprises two thermal insulating composite panel parts, so that form the turning.In two thermal insulating composite panels part each all has inner major planar surface 101, outer major planar surface 102 and four side end faces.A side end face in four side end faces forms the inclined-plane 108,109 that tilts with respect to the inner major planar surface 101 of this thermal insulating composite panel part and outer major planar surface 102.The measure-alike angle of inclination on two inclined-planes 108,109 is identical, so that be fitted to each other, two thermal insulating composite panel parts are docking together at the place, inclined-plane, make two thermal insulating composite panel parts be in respectively in two different planes, two different planes intersect each other, as shown in Figure 8.Each thermal insulating composite panel part all comprises the core 9 that is made of heat preservation plate material, two-layer heavy seal coat 7 and the frame 2 that is made of the polymer modification rubber cement of cement based or gypsum base.Core 9 is between the two-layer heavy seal coat 7, and two-layer heavy seal coat 7 bonds together with core 9.Frame 2 is in three limits on three side end faces 103,104,106 except that the side end face that forms the inclined-plane of thermal insulating composite panel part of core 9 and tightens together with core 9.In the inner major planar surface and each plane in the outer major planar surface of prefabricated thermal insulation composite plate 20 at this band turning; heavy seal coat covers frame; make frame only on three side end faces 103,104,106 of the thermal insulating composite panel part of the prefabricated thermal insulation composite plate at this band turning, expose.Frame 2 is included in the frame outside and is in two frame connecting portions 11 of frame upper and lower respectively and is in the frame outside and is in two mounting grooves 13 between the frame connecting portion 11, and mounting groove extends along the length of whole frame.The outside of the frame here and inboard can be understood with reference to Fig. 6.
The angle at the turning of the prefabricated thermal insulation composite plate at band turning can design needs according to elevation of building decides, and can spend to 180 degree from 0 in theory and adjust, and this plate can be applicable to corner, door and window hole limit and cornice etc. and locates.
The preferred implementation according to the reinforcing material of the heavy seal coat 7 of a preferred implementation of prefabricated thermal insulation composite plate of the present utility model that the front had illustrated goes for the prefabricated thermal insulation composite plate at this band turning equally.
Referring to Fig. 8-12.As shown in these figures, be identical according to the structure of the prefabricated thermal insulation composite plate at the band turning of this preferred implementation aspect a lot of with structure not with the prefabricated thermal insulation composite plate at turning.In the prefabricated thermal insulation composite plate at band turning, the frame 2 that each thermal insulating composite panel partly comprises all comprises three sections frame section bars, two end faces of every section frame section bar all are the inclined-planes, so that dock and the complete frame 2 of formation that is bolted together at six sections frame section bar two both ends.Each section frame section bar all is integrally formed.Each section frame section bar include at the frame section bar inboard and be in respectively two of the frame upper and lower fixedly alar part 10 and be in the frame section bar inboard and be in two fixedly the core holddown groove 3 between the alar part 10 (about inboard, the outside, the frame upper and lower of frame section bar, with the prefabricated thermal insulation composite plate with the turning is not the same, can understand) in conjunction with Fig. 6.
In two frame connecting portions 11 each all is provided with frame connecting hole 4, three side end faces 103 except that forming bevelled side end face of the core 9 of thermal insulating composite panel part, 104, the edge on three limits on 106 is inserted into respectively in the core holddown groove 3 of one section frame section bar, two of every section frame section bar fixedly alar part 10 be clamped on the edge on a limit in above-mentioned three limits of core 9.
The prefabricated thermal insulation composite plate at this band turning also comprises frame section bar girth member 5.Except that the inclined-plane is sentenced,, between the frame section bar of per two sections ends butt joint, two (also can be one) frame section bar girth members 5 are arranged at adjacent per two sections frame section bar side end face joints.Frame section bar girth member 5 comprise two inserts in the frame connecting hole 4 adjacent one another are that connecting portions 51 are inserted into the adjacent two sections frame section bars in each thermal insulating composite panel part respectively and is fixed in the frame connecting hole 4, so that adjacent frame section bar is joined together to form an integral body.
In this preferred implementation, because composite plate has the turning, the prefabricated thermal insulation composite plate at band turning also comprises corner part frame section bar girth member 6.The end face joint that is in two frame section bars on the inclined-plane has two (can be one) corner part frame section bar girth members 6 between two frame section bars.Corner part frame section bar girth member 6 comprises turning insertion connecting portion 61, the turning is inserted connecting portion 61 and is inserted in the frame connecting hole 4 of two adjacent frames at the place, inclined-plane, thereby will be fixed together at the two neighboring sections frame section bar at the place, inclined-plane that two thermal insulating composite panels partly connect, and six sections frame section bars of two adjacent thermal insulating composite panel parts are fixed together complete frame of formation and two thermal insulating composite panel partial fixings are combined together to form an integral body.
The material of the mounting groove 13 according to a preferred implementation of prefabricated thermal insulation composite plate of the present utility model that the front had illustrated, core holddown groove 3, finish coat 15, heavy seal coat is selected, the more preferably embodiment of the each side such as size and dimension of the selection of reinforcing material, the formation that constitutes the heat preservation plate material of core 9, composite plate and further beneficial effect thereof, goes for the prefabricated thermal insulation composite plate at this band turning equally.Do not repeat them here.
The preferred implementation of the utility model thermal insulating composite panel element of construction
Below 13-16 with the aid of pictures.Schematically shown among these figure according to an a kind of thermal insulating composite panel element of construction preferred embodiment of the present utility model.This thermal insulating composite panel element of construction can be used for construction of buildings body of wall or floor (for example roof).This thermal insulating composite panel element of construction comprises the prefabricated thermal insulation composite plate 20 at the band turning that prefabricated thermal insulation composite plate 1 that a plurality of fronts had illustrated and a plurality of front had illustrated.It will be appreciated, of course, that if the corner part of the body of wall of being built does not adopt the prefabricated thermal insulation composite plate at band of the present utility model turning, this thermal insulating composite panel element of construction also can not comprise the prefabricated thermal insulation composite plate 20 of being with the turning.As shown in figure 13, a plurality of prefabricated thermal insulation composite plates 1 are splicing together in the mode of side end face butt joint.The element of construction that this prefabricated thermal insulation composite plate constitutes also comprises a plurality of part 16 and 17 of socketing.Shown in Figure 14 and 16, socket part 16 and comprise mounting groove Embedded Division 162,163 and extension 164, comprise mounting groove Embedded Division 171,172 and extension 173 and socket part 17.Mounting groove Embedded Division 162,163,171,172 are embedded in the mounting groove 13 of prefabricated thermal insulation composite plate, and extension is stretched 164,173 and gone out outside mounting groove 13, and extend above inboard (being indoor that side of body of wall) principal plane 101 towards inner major planar surface 101, by a plurality of cooperations that are connected that socket part 16,17 and mounting groove 13, a plurality of prefabricated thermal insulation composite plates are splicing together.
Socket part and Inlaid strip and can be the moulding that is made of plastics.The effect that sockets part be by with the composite plate that has mounting groove 1 adjacent one another are, the cooperation of 20 mounting groove and to composite plate adjacent one another are 1,20 position, make composite plate 1,20 are splicing together mutually, the composite plate together 1,20 of splicing can be coupled together with other structure example such as concrete mould board supporting structure, building main body load-carrying members etc. simultaneously.The effect of Inlaid strip is by with the cooperation of the mounting groove of the composite plate that has mounting groove 1,20 adjacent one another are and composite plate adjacent one another are 1,20 is positioned composite plate 1,20 to be splicing together mutually.By socketing being used in combination of part and/or Inlaid strip and precast composite slab of the present utility model, make can with polylith (quantity as required for example the area of wall area or floor and decide) assembly unit of precast composite slab of the present utility model is assembled together, make a kind of brand-new building structure and job practices can be provided, this building structure and job practices are characteristics with the assembling combination, obviously save the operation and the man-hour of job site.If the size of composite plate set for is convenient to workman's manual handling operation, more can reduce needs to large-scale hanging device.
This preferred embodiment in, the height and the thickness of the prefabricated composite insulation boards 20 at band turning equate with the height and the thickness of prefabricated thermal insulation composite plate 1 respectively, the mounting groove 13 of the prefabricated composite insulation boards 20 at band turning is measure-alike with the mounting groove 13 of prefabricated thermal insulation composite plate 1, so that can carry out the standardization assembling.Between prefabricated thermal insulation composite plate 20 and the prefabricated thermal insulation composite plate 1 at band turning in twos the side end face dock, by a plurality of parts 16 that socket, 17 with the cooperation that is connected of mounting groove 13, the prefabricated thermal insulation composite plate 20 and the prefabricated thermal insulation composite plate 1 at the band turning of adjacent butt joint are splicing together by socketing part 17, are splicing together with the cooperation that is connected of mounting groove 13 by socketing part 16 between the prefabricated thermal insulation composite plate 20 at adjacent per two band turnings.
Shown in Figure 14 and 16, in this embodiment, the thermal insulating composite panel element of construction socket part 16,17 is T-shaped generally, mounting groove Embedded Division 162,163,171,172 are formed on T shape holds up top when placing, and extension is formed on T shape and holds up bottom when placing, socket the mounting groove Embedded Division 162 of part 16,163 is consistent with the shape of cross section of mounting groove 13 so that mounting groove Embedded Division 162,163 with the shape of cross section of the mounting groove Embedded Division 171,172 that sockets part 17,171,172 are fitted to each other with mounting groove 13.
Shown in Figure 14 and 16, in the thermal insulating composite panel element of construction of this preferred implementation, socket part 16 and socket part 16 for seam is arranged, be the seamless part 17 that sockets and socket part 17.Have seam to socket part and have main part 161, the extension 164 that has seam to socket part is in the same plane with the main part 161 that has seam to socket part.There is seam to socket the mounting groove Embedded Division 162 of part, 163 socket outside the extension and the residing plane of main part of part along reaching seam perpendicular to the direction that has seam to socket the extension 164 of part and main part 161 residing planes, so that when assembly unit, can extend in the mounting groove 13.As shown in figure 14, in element of construction, there is seam to socket part and is placed in the horizontal joint that forms by adjacent per two prefabricated thermal insulation composite plates butt joint.There is seam to socket the width W of the cross section of part and the seamless mounting groove Embedded Division that sockets part
Draw 1, W
Draw 2All with the width W of the mounting groove of prefabricated thermal insulation composite plate
GrooveEquate that the height h of the cross section that stitches the mounting groove Embedded Division that sockets part is arranged
Draw 1Be equal to or less than the depth d of mounting groove
Groove, so that be fitted to each other.As shown in figure 16, the seamless cross-sectional height h that sockets the mounting groove Embedded Division 171,172 of part
Draw 2Equal the depth d of two mounting grooves 13 of two prefabricated thermal insulation composite plates that are docking together
GrooveAnd, so that be fitted to each other.The seamless part that sockets has necking section 178, and the necking section is between mounting groove Embedded Division 171 and the extension 173.The width of the cross section of necking section is less than the width of the cross section of extension.The whole seamless thickness that sockets part is all identical.In two vertical frame connecting portions 11 one of each in the prefabricated thermal insulation composite plate 20 at transversely adjacent per two prefabricated thermal insulation composite plates 1 or transversely adjacent prefabricated thermal insulation composite plate 1 and band turning is provided with draw-in groove 179.Two adjacent draw-in grooves 179 equate with the width of necking section over against, the width of draw-in groove each other, the degree of depth of two draw-in grooves and equate with the thickness of necking section so that be fitted to each other.
In the thermal insulating composite panel element of construction of this preferred implementation, between adjacent prefabricated thermal insulation composite plate 1 and/or in the horizontal joint between the prefabricated thermal insulation composite plate 20 at band turning, be placed with seam Inlaid strip 166,169, between adjacent prefabricated thermal insulation composite plate 1 and/or in the vertical abutment joint between the prefabricated thermal insulation composite plate 20 at adjacent prefabricated thermal insulation composite plate 1 and band turning, be placed with jointless mosaic bar 177,178, better so that the butt joint between each composite plate cooperates.Simultaneously, each Inlaid strip also can play the effect that adjacent composite plate is coupled together, and also helps to prevent the skew of occurrence positions each other of adjacent composite plate, makes the globality between the composite plate that connects better.
About the job site splicing of the prefabricated thermal insulation composite plate at prefabricated thermal insulation composite plate of the present utility model or band turning, can carry out according to different flow processs according to requirement of engineering, given below is a kind of embodiment of preferred flow process:
Fixing initial 31 o'clock, can initial platform (for example the basis of level or existing basis handled after the platform that forms or the platform of setting up on the basis) prolong fixing initial 31 of border continuously on 30, require and basic anchoring reliable, size is accurate;
First floor composite plate 1,20 is installed earlier, begins to install the prefabricated thermal insulation composite plate 20 at first band turning from the corner, the horizontal mounting groove 13 of the lower end of this composite plate 20 is stuck on initial 31 the outstanding Embedded Division 310;
Second composite plate of installing is composite plate 1, and composite plate 1 is close to first composite plate 20, supposes vertical for seamless spliced, laterally, see Figure 13, insert jointless mosaic bar 177 between two composite plates for the seam splicing is arranged, 178, will there be seam Inlaid strip 166,169 to put into the upper end notch;
When needs are connected with agent structure, will socket part 16,165 and put into upper end mounting groove 13, maybe will socket part 17 and put into side mounting groove 13;
It also is from the corner that second layer composite plate 1,20 is installed, and with being with the lower end mounting groove 13 of the prefabricated thermal insulation composite plate 20 at turning to be stuck on the Inlaid strip 169,166 of lower floor's composite plate 30, second composite plate 1 of the second layer is installed then.
The preferred implementation of the permanent concrete blinding of the utility model
The utility model has also proposed a kind of permanent concrete blinding.According to a kind of permanent concrete blinding of a preferred implementation of the present utility model can comprise prefabricated thermal insulation composite plate that the front illustrated and/or the prefabricated thermal insulation composite plate at band turning, can comprise the thermal insulating composite panel element of construction that the front illustrated.This permanent concrete blinding can be used for the permanent concrete blinding of construction of buildings, structure etc., is combined into one securely with concrete structure after the concrete final set, and formation and building are with the insulation layer life-span, reliable.
The preferred implementation of the utility model concrete slab structural element
Referring to Figure 17-22.Schematically shown a kind of concrete slab structural element among these figure according to a preferred implementation of the present utility model.This preferred embodiment in, this concrete slab structural element is the wall plate structure member.But those skilled in the art are appreciated that after having seen manual it also can be used to have the roof panel of insulation requirement, floor etc.This concrete slab structural element comprises arrangement of reinforcement, be in first concrete blinding of a side of arrangement of reinforcement, be in arrangement of reinforcement opposite side second concrete blinding and be in first concrete blinding and second concrete blinding between the concrete (not shown).First concrete blinding is an outside concrete blinding, outside concrete blinding is permanent concrete blinding, comprises the thermal insulating composite panel element of construction that the front had illustrated, thermal insulating composite panel element of construction and arrangement of reinforcement are by socketing part 16,17,165 extension and fixedly connected.Second concrete blinding is the ordinary concrete template, is inboard concrete blinding 92.Concrete and arrangement of reinforcement and permanent concrete blinding and inboard concrete blinding 92 are combined into an integral body.Certainly, it will be understood by those skilled in the art that if desired, can the inboard or both sides all adopt permanent concrete blinding of the present utility model, just use inboard heat preserving mode as freezer more.
In the concrete slab structural element of this preferred implementation, arrangement of reinforcement is the light gauge cold-formed steel shape keel.But, it will be understood by those skilled in the art that arrangement of reinforcement also can adopt reinforcing bar of the prior art.
In this preferred implementation, the beneficial effect for the standardization of outstanding permanent concrete blinding of the present utility model is assembled has adopted the light gauge cold-formed steel shape framework as arrangement of reinforcement.This light gauge cold-formed steel shape framework comprises vertical (being vertical in this embodiment) shaped steel keel 95,85 of the isolated arrangement parallel to each other of direction of extension (being laterally to be horizontal direction in this embodiment) of a plurality of principal planes along the concrete slab structural element.Each longitudinal type steel joist comprises two vertical light gauge cold-formed steel shapes 951,952,851,852.Vertically the principal plane of light gauge cold-formed steel shape (promptly in Figure 17 the center by vertical light gauge cold-formed steel shape, vertical with paper and along the plane of vertical extension) and the included prefabricated thermal insulation composite plate 1 of thermal insulating composite panel element of construction or be with the inner major planar surface and the outer major planar surface of prefabricated thermal insulation composite plate 20 at turning parallel to each other.Two vertical light gauge cold-formed steel shapes 951,952,851,852 along with the principal plane of concrete slab structural element (promptly in Figure 17 the center by the concrete slab structural element, vertical with paper and along the plane of vertical extension) vertical direction is opposite each other and spaced apart, so that leave space 200 between two vertical light gauge cold-formed steel shapes, thus when fluid concrete concrete spatial flow mistake easily from leaving between two vertical light gauge cold-formed steel shapes.Be full of the concrete (not shown) in the space of leaving between two vertical light gauge cold-formed steel shapes.First concrete blinding all is connected with the light gauge cold-formed steel shape frame fixation with second concrete blinding.
In the concrete slab structural element of this preferred implementation, pass through shaped steel connector 96 between two vertical light gauge cold-formed steel shapes, 87 is fixedly connected, first concrete blinding and second concrete blinding and vertically all spaced apart between the light gauge cold-formed steel shape, the concrete (not shown) between first concrete blinding and second concrete blinding covers the light gauge cold-formed steel shape framework.Shaped steel connector 96,87 length direction of light gauge cold-formed steel shape 951,952 along the longitudinal is spaced apart.As shown in figure 18, can between per two vertical light gauge cold-formed steel shapes 951,952, two pairs of shaped steel connectors 96 be set.Have shaped steel connector through hole 961 on the shaped steel connector 96,87, so that reduce to concrete mobile influence.On vertically (in this preferred implementation vertical), couple together by vertical connection keel 97 between per two adjacent longitudinal type steel joists.In neighbouring longitudinal type steel joist, the end of the butt joint of two light gauge cold-formed steel shapes of the longitudinal type steel joist of two light gauge cold-formed steel shapes below constituting of the longitudinal type steel joist above constituting all is enclosed within and constitutes the vertical connection shaped steel 971 that vertically is connected keel 97, on 972, and be fixed together with it.Fix and to adopt screw (as shown in figure 17) or welding.The two vertical light gauge cold-formed steel shapes 951 in upper strata, 952 with two vertical light gauge cold-formed steel shapes 951 of lower floor, during 952 butt joints, should earlier the vertical connection keel 97 as Keel butt joint spare be inserted lower floor's main joist is longitudinal type steel joist 95, by self-tapping screw the two is connected, be that longitudinal type steel joist 95 is enclosed within on the Keel butt joint spare again with the upper strata main joist, the two connected by self-tapping screw.
In the concrete slab structural element of this preferred implementation, have a plurality of keel through holes 953,954 that run through that distribute along its length direction on vertical light gauge cold-formed steel shape 951,952 that each longitudinal type steel joist 95 comprises.Keel through hole 953,954 on two vertical light gauge cold-formed steel shapes each other over against, at least a portion keel through hole 953,954, be penetrated with and socket part 16,17,165 extension.The inner major planar surface of the prefabricated thermal insulation composite plate at prefabricated thermal insulation composite plate that the principal plane that runs through direction and concrete slab structural element of keel through hole and thermal insulating composite panel element of construction are included or band turning is vertical with outer major planar surface.
As shown in the figure, the concrete slab structural element also comprises tension bolt 91, tension sleeve pipe 90 and limit casing 80.Tension sleeve pipe 90 is between the vertical light gauge cold-formed steel shape that is in the inboard in two included vertical light gauge cold-formed steel shapes of inboard concrete blinding 92 and each longitudinal type steel joist.Limit casing 80 is between vertical light gauge cold-formed steel shape of (i.e. outdoor that side for body of wall) outside being in two included vertical light gauge cold-formed steel shapes of the outside concrete blinding and each longitudinal type steel joist.The tension sleeve pipe is a moulding.It can pass to concrete lateral pressure the concrete blinding of both sides.Simultaneously also can play position-limiting action, guarantee the effective thickness of concrete cover.Limit casing is a moulding, guarantees the effective thickness of concrete cover.The tension bolt is the hinged bolt steel part, and the modularization concrete blinding is fixed on the main joist.Arrive after date when concrete curing, bolt and modularization concrete blinding are strained in dismounting.Bolt hole on the concrete component can be used as the fixed point of dry method facing construction.
In this preferred implementation, two included vertical light gauge cold-formed steel shapes of each longitudinal type steel joist all are C shape shaped steel.The longitudinal type steel joist is along vertical setting, a plurality of longitudinal type steel joists that are arranged in parallel connect by horizontal connecting-type steel joist, oblique shaped steel connects keel and is connected with the longitudinal type steel joist, and longitudinal type steel joist, horizontal connecting-type steel joist and the oblique keel that are connected connect to form a stable whole rigid structures.Laterally the connecting-type steel joist comprises horizontal light gauge cold-formed steel shape 981,982,881,882.Oblique connecting-type steel joist comprises oblique light gauge cold-formed steel shape 891,892.
In this preferred implementation, the concrete slab structural element is the concrete panel structural element.It can also comprise the initial platform 30 that is in the bottom.Initial platform can be the basis of building, or other the suitable platforms on the basis.Be fixed with initial 31 on the initial platform, initial 31 has the outstanding Embedded Division 310 that projects upwards.The nethermost mounting groove 13 that is on the prefabricated composite insulation boards that is in nethermost prefabricated composite insulation boards and band turning that permanent concrete blinding is included cooperates with initial outstanding Embedded Division 310, and outstanding Embedded Division is embedded in the nethermost mounting groove.Help the nethermost prefabricated thermal insulation composite plate fix in position on initial platform 30 in the permanent concrete blinding like this.Initial 31 for squeezing draw piece.
Shown in Figure 17-21, nethermost vertical light gauge cold-formed steel shape 951,952 is fixed on the initial platform 30 by starting sheet 93.Be fixed with initial keel 94 on the starting sheet 93.Starting sheet 93 is fixed on the initial platform 30 by expansion bolt.Nethermost vertical light gauge cold-formed steel shape 951,952 is enclosed within on the described initial keel 94 also (for example by securing member (for example screw, self-tapping screw) or welding) and fixedlys connected with initial keel 94.
In this preferred implementation, vertical main joist be longitudinal type steel joist 95 with the C type light gauge cold-formed steel shape 951,952,851,852 of two subtends be connected steel plate 96 and be welded.Main joist be connected steel plate on all punching press slotted hole and crimping and help concrete and flow freely increasing its rigidity with closely knit, can significantly improve shaped steel and grip of concrete.Laterally false keel is that horizontal connecting-type steel joist 98 is made of two C type light gauge cold-formed steel shapes 981,982,81,882.Be attached thereto with horizontal connecting-type steel joist 98 welding or by self-tapping screw in vertical main joist both sides, make whole steel skeleton construction stable, size is accurate.
Inboard concrete blinding can be the modularization concrete blinding, is composited by metal and macromolecular material, can up to a hundredly reuse inferiorly, and the lateral pressure of enough rigidity opposing green concretes is arranged.The outward appearance configuration of inboard concrete blinding, size etc. can be consistent with prefabricated thermal insulation composite plate of the present utility model, and breach is reserved so that the tension bolt passes in its plate angle.
The preferred implementation of the utility model concrete panel structural element
See Figure 23 and 24 below.Figure 23 and 24 shows the cross-sectional configuration according to a kind of concrete panel structural element of a preferred implementation of the present utility model.The main distinction of the concrete slab structural element of this concrete panel structural element and top preferred implementation is, do not adopt the light gauge cold-formed steel shape framework that embodiment proposed of the utility model front to do arrangement of reinforcement, and can adopt existing plain bars or plain edition steel frame to do arrangement of reinforcement, simultaneously, outside concrete blinding supports to adopt existing common concrete blinding to support internally.This concrete panel structural element comprise a side that is in arrangement of reinforcement first concrete blinding, be in arrangement of reinforcement opposite side second concrete blinding and be in first concrete blinding and second concrete blinding between concrete (not shown) so that clearly illustrate the structure of wall plate structure member.In this embodiment, first concrete blinding is an outside concrete blinding, is permanent concrete blinding.This permanent concrete blinding comprises the thermal insulating composite panel element of construction that the front illustrated, thermal insulating composite panel element of construction and concrete blinding support by socketing part 16,17,165 extension and fixedly connected.Second concrete blinding is inboard concrete blinding 92, is common detachable concrete blinding, and concrete and arrangement of reinforcement and permanent concrete blinding are combined into an integral body.
In this preferred implementation, the concrete blinding of this concrete panel structural element supports and comprises vertical keel 922 of concrete blinding and concrete blinding lateral keel 921.This concrete panel structural element also comprises tension bolt 91 and tension sleeve pipe 90.The tension sleeve pipe 90 be in inboard concrete blinding 92 outsides and with inboard concrete blinding adjacency.The vertical keel 922 of concrete blinding be in inboard concrete blinding 92 inboard and with inboard concrete blinding adjacency.The concrete blinding lateral keel be in the vertical keel of concrete blinding inboard and with concrete blinding lateral keel adjacency.Tension bolt 91 is inboard from the concrete blinding lateral keel, pass concrete blinding lateral keel 921, the vertical keel 922 of concrete blinding, inboard concrete blinding 92 successively and tension sleeve pipe 90 is threaded, thereby inboard concrete blinding, concrete blinding lateral keel and the vertical keel of concrete blinding are fixedlyed connected.Tension bolt 91 is used with tension bolt pad 911.The extension that sockets part 165 stretches out and passes and strain casing threads and be connected from outside concrete blinding, thereby outside concrete blinding is fixedlyed connected with the concrete blinding lateral keel with inboard concrete blinding, the vertical keel of concrete blinding.
Similar with the preferred implementation shown in Figure 17-22 of front, the concrete panel structural element shown in Figure 23 and 24 also comprises the initial platform 30 that is in the bottom.Be fixed with initial 31 on the initial platform, initial 31 has the outstanding Embedded Division 310 that projects upwards.The nethermost mounting groove 13 that is on the prefabricated composite insulation boards that is in nethermost prefabricated composite insulation boards and band turning that permanent concrete blinding is included cooperates with initial outstanding Embedded Division 310, and outstanding Embedded Division is embedded in the nethermost mounting groove.
The preferred implementation of the utility model wall body structure member
Figure 25 has shown a kind of wall body structure member according to another preferred implementation of the present utility model.It comprises body of wall agent structure part 100 and insulation layer part.The insulation layer part is fixedlyed connected with body of wall agent structure part 100.The thermal insulating composite panel element of construction that insulation layer partly adopts the front to illustrate.The extension that sockets part 16,165 is fixedlyed connected with body of wall agent structure part 100, the thermal insulating composite panel element of construction is fixedly connected on the body of wall agent structure part.
In this preferred implementation, the extension that sockets part 16 has fastener hole.Be fixed with support member 202 on the body of wall agent structure part, socket part by the fastener hole on the extension and securing member for example tapping screw 203 be fixedly connected on the support member 202.
Similar with the situation about the embodiment of concrete panel structural element of front, also comprise the initial platform 30 that is in the bottom according to this wall body structure member preferred embodiment.Be fixed with initial 31 on the initial platform.Has the outstanding Embedded Division 310 that projects upwards for initial 31.The nethermost mounting groove 13 that is on the prefabricated composite insulation boards that is in nethermost prefabricated composite insulation boards and band turning that permanent concrete blinding is included cooperates with initial outstanding Embedded Division 310, and outstanding Embedded Division is embedded in the nethermost mounting groove.
Be used to make the preferred implementation of mould section bar of the prefabricated thermal insulation composite plate at prefabricated thermal insulation composite plate that the front illustrated or band turning
See Fig. 6 and 7 below.The mould section bar 50 that is used to make the prefabricated thermal insulation composite plate at prefabricated thermal insulation composite plate that the front illustrated or band turning according to a preferred implementation of the present utility model a kind of has been shown in Fig. 6 and 7.
In this preferred implementation, be the mould that the mould section bar is combined into to be placed on carry out operation on the substrate 508 when prefabricated.One of ordinary skill in the art will appreciate that, also mould can be placed on when prefabricated on the working platform of other types and carry out.
This mould section bar 50 comprises (preferred hollow and preferably be made of aluminium alloy extrusions) section bar body 501.The section bar body comprise be used for when making the prefabricated thermal insulation composite plate at this prefabricated thermal insulation composite plate or band turning with the prefabricated thermal insulation composite plate or be with the turning the prefabricated thermal insulation composite plate frame 2 two connecting portions 11 against inboard butting section 507.Be used for when making the prefabricated thermal insulation composite plate at prefabricated thermal insulation composite plate or band turning, being inserted into the positioning salient 504 that in the mounting groove 13 core 9 is positioned thereby stretch out from the surface of inboard butting section 507.The thickness of positioning salient (being the size on vertical among Fig. 6) equals the width W of mounting groove
GrooveInboard butting section 507 be provided with the thickness that when making the prefabricated thermal insulation composite plate at prefabricated thermal insulation composite plate or band turning, is used to determine heavy seal coat 7 on alignment protuberance 503 and alignment protuberance 52 down.Last alignment protuberance reaches on the upper surface of section bar body 501, and following alignment protuberance 502 reaches under the soffit of section bar body.From the distance of the top surface of the supreme alignment protuberance 503 of the upper surface of positioning salient 504 greater than frame connecting portion 11 thickness (be shown in Fig. 6 along vertical size).Distance from the soffit of positioning salient 504 to the basal surface of alignment protuberance 502 down is greater than frame connecting portion 11 thickness.The distance that last alignment protuberance 503 protrudes upward from the upper surface of positioning salient 504 equals the distance that alignment protuberance 502 down stretches out from the soffit of positioning salient 504 downwards.
In the application's file, have again all " comprising ... " all existing " comprising ... " " by ... constitute " the meaning.
The mould section bar of the manufacturing composite plate that the application proposes; the prefabricated thermal insulation composite plate that can be used to make the claimed various prefabricated thermal insulation composite plates of the utility model or have the turning also can be made and comprises core and be in heavy seal coat that the core both sides cover core and the other forms of composite plate that has mounting groove in the side end face.
In the application's the manual to the explanation of various structural element, based on to describing with the utility model related aspect, those skilled in the art are according to the needs of practical engineering design, construction, can replenish the included technical characterictic of disclosed various structural element in the manual, modification or additions and deletions, under the situation that does not break away from principle of the present utility model, these replenish, the technical scheme after modification or the additions and deletions can not break away from scope of the present utility model.
Claims (43)
1. a prefabricated thermal insulation composite plate (1), it has inner major planar surface (101), outer major planar surface (102) and four side end faces (103,104,105,106), comprises the core (9) that is made of heat preservation plate material, it is characterized in that: also comprise:
The two-layer heavy seal coat (7) that constitutes by the polymer modification rubber cement of cement based or gypsum base; Described core (9) is between the described two-layer heavy seal coat (7), and described two-layer heavy seal coat and described core (9) bond together;
Frame (2); described frame (2) tightens together round the periphery of core (9) and with core (9); in the inner major planar surface (101) and outer major planar surface (102) of described this prefabricated thermal insulation composite plate; described heavy seal coat covers described frame; make described frame only in four side end faces (103 of this prefabricated thermal insulation composite plate; 104; 105; 106) expose on; described frame (2) is included in the described frame outside and is in two frame connecting portions (11) of frame upper and lower respectively and is in the frame outside and is in mounting groove (13) between described two frame connecting portions (11), and described mounting groove extends along the length of whole frame.
2. prefabricated thermal insulation composite plate as claimed in claim 1 is characterized in that: all be provided with embedding reinforcing material within it in each layer heavy seal coat (7), described prefabricated thermal insulation composite plate is of a size of the modulated dimension that meets building standardization.
3. prefabricated thermal insulation composite plate as claimed in claim 2 is characterized in that: described reinforcing material comprises the enhancing net (8) that is made of alkali-resistant glass fibre, carbon fiber or steel fibre or comprises alkaline-resisting short glass fiber, carbon fiber or the steel fibre that is evenly dispersed in the described heavy seal coat.
4. prefabricated thermal insulation composite plate as claimed in claim 1 is characterized in that: described cement is portland cement or magnesia oxychloride cement, and described heat preservation plate material is made of the organic or inorganic heat insulating material.
5. prefabricated thermal insulation composite plate as claimed in claim 1, it is characterized in that: described frame (2) comprises four sections frame section bars, two end faces of every section frame section bar all are the inclined-planes, so that dock and the formation complete frame (2) that is bolted together at four sections frame section bar two both ends, each section frame section bar all is integrally formed, and each section frame section bar includes:
Inboard and be in two of frame section bar upper and lower fixedly alar parts (10) respectively at described frame section bar; And
It is inboard and be in described two fixing core holddown grooves (3) between the alar part (10) to be in the frame section bar;
Wherein, each in described two frame connecting portions (11) all is provided with frame connecting hole (4); In the edge of four sides of the described core (9) of described prefabricated thermal insulation composite plate each is inserted into respectively in the core holddown groove (3) of one section frame section bar, and, every section frame section bar described two fixedly alar part (10) be clamped in four edges of described core (9) one;
This prefabricated thermal insulation composite plate also comprises:
Frame section bar girth member (5), between the frame section bar of per two sections ends butt joint one or two frame section bar girth member (5) is arranged, described frame section bar girth member (5) comprises that two are inserted connecting portion (51), described two are inserted in the frame connecting hole (4) adjacent one another are that connecting portions (51) are inserted into per two sections adjacent frame section bars respectively and are fixed in the frame connecting hole (4), so that four sections frame section bars are joined together to form an integral body.
6. prefabricated thermal insulation composite plate as claimed in claim 5, it is characterized in that: described mounting groove (13) is with respect to described two frame connecting portions (11) setting placed in the middle, described core holddown groove (3) described scuncheon with respect to described two fixedly alar part be provided with between two parties.
7. prefabricated thermal insulation composite plate as claimed in claim 6; it is characterized in that: also comprise finish coat (15), described finish coat (15) is in the outside of the heavy seal coat (7) that is positioned at this prefabricated thermal insulation composite plate outside and bonds together with this heavy seal coat (7).
8. prefabricated thermal insulation composite plate as claimed in claim 1 is characterized in that: described heat preservation plate material is the heat preservation plate material that is made of the organic or inorganic heat insulating material.
9. prefabricated thermal insulation composite plate as claimed in claim 1 is characterized in that: described prefabricated thermal insulation composite plate is a square or rectangular, and the size of described square or rectangular is set manual handling and the operation of being convenient to the construction worker for.
10. prefabricated thermal insulation composite plate (20) with the turning, it is characterized in that: comprise two thermal insulating composite panel parts, in described two thermal insulating composite panels part each all has inner major planar surface (101), outer major planar surface (102) and four side end faces, a side end face in described four side end faces forms the inclined-plane (108 with respect to the inner major planar surface (101) of this thermal insulating composite panel part and outer major planar surface (102) inclination, 109), two inclined-planes (108,109) measure-alike angle of inclination is identical, so that be fitted to each other, two thermal insulating composite panel parts are docking together at the place, inclined-plane, make two thermal insulating composite panel parts be in respectively in two different planes, described two different planes intersect each other, and each thermal insulating composite panel part all comprises:
The core (9) that constitutes by heat preservation plate material;
The two-layer heavy seal coat (7) that constitutes by the polymer modification rubber cement of cement based or gypsum base, described core (9) is between the described two-layer heavy seal coat (7), and described two-layer heavy seal coat and described core (9) bond together;
Frame (2); described frame (2) is in three side end faces (103 except that the side end face that forms described inclined-plane in described thermal insulating composite panel part of core (9); 104; 106) three limits on also tighten together with core (9); described should the inner major planar surface and each plane in the outer major planar surface of prefabricated thermal insulation composite plate at band turning in; described heavy seal coat covers described frame; make described frame only in described three side end faces (103 of the described thermal insulating composite panel part of the prefabricated thermal insulation composite plate at this band turning; 104; 106) expose on; described frame (2) is included in the described frame outside and is in two frame connecting portions (11) of frame upper and lower respectively and is in the frame outside and is in mounting groove (13) between described two frame connecting portions (11), and described mounting groove is along the length extension of whole frame.
11. the prefabricated thermal insulation composite plate at band as claimed in claim 10 turning; it is characterized in that: all be provided with embedding reinforcing material within it in each layer heavy seal coat (7), the prefabricated thermal insulation composite plate at described band turning is of a size of the modulated dimension that meets building standardization.
12. the prefabricated thermal insulation composite plate at band as claimed in claim 11 turning is characterized in that: described reinforcing material comprises the enhancing net (8) that is made of alkali-resistant glass fibre, carbon fiber or steel fibre or comprises alkaline-resisting short glass fiber, carbon fiber or the steel fibre that is evenly dispersed in the described heavy seal coat.
13. the prefabricated thermal insulation composite plate at band as claimed in claim 11 turning is characterized in that: described cement is portland cement or magnesia oxychloride cement, and described heat preservation plate material is made of the organic or inorganic heat insulating material.
14. the prefabricated thermal insulation composite plate at band as claimed in claim 10 turning, it is characterized in that: the described frame (2) that each described thermal insulating composite panel partly comprises all comprises three sections frame section bars, two end faces of every section frame section bar all are the inclined-planes, so that dock and the formation complete frame (2) that is bolted together at six sections frame section bar two both ends, each section frame section bar all is integrally formed, and each section frame section bar includes:
Inboard and be in two of the frame upper and lower fixedly alar parts (10) respectively at described frame section bar; And
It is inboard and be in described two fixing core holddown grooves (3) between the alar part (10) to be in the frame section bar;
Wherein, in described two frame connecting portions (11) each all is provided with frame connecting hole (4), three side end faces (103 except that the side end face that is formed with described inclined-plane of the described core (9) of described thermal insulating composite panel part, 104, the edge on three limits 106) is inserted into respectively in the core holddown groove (3) of one section frame section bar, and, every section frame section bar described two fixedly alar part (10) be clamped on the edge on a limit in above-mentioned three limits of described core (9);
The prefabricated thermal insulation composite plate at described band turning also comprises:
Frame section bar girth member (5), except that described inclined-plane is sentenced, at adjacent per two sections frame section bar side end face joints, between the frame section bar of per two sections ends butt joint, one or two frame section bar girth member (5) is arranged, described frame section bar girth member (5) comprises that two are inserted connecting portion (51), described two are inserted in the frame connecting hole (4) adjacent one another are that connecting portions (51) are inserted into the adjacent two sections frame section bars in each thermal insulating composite panel part respectively and are fixed in the frame connecting hole (4), so that adjacent frame section bar is joined together to form an integral body;
The prefabricated thermal insulation composite plate at described band turning also comprises:
Corner part frame section bar girth member (6), the end face joint that is in two frame section bars on described inclined-plane has one or two corner part frame section bar girth member (6) between two frame section bars, described corner part frame section bar girth member (6) comprises turning insertion connecting portion (61), described turning is inserted connecting portion (61) and is inserted in the frame connecting hole (4) of described adjacent two frames at place, described inclined-plane, thereby will be fixed together at the two neighboring sections frame section bar at the place, inclined-plane that described two thermal insulating composite panels partly connect, thereby six sections frame section bars of two adjacent thermal insulating composite panel parts are fixed together complete frame of formation and described two thermal insulating composite panel partial fixings are combined together to form an integral body.
15. the prefabricated thermal insulation composite plate at band as claimed in claim 14 turning, it is characterized in that: described mounting groove (13) is with respect to described two frame connecting portions (11) setting placed in the middle, and described core holddown groove (3) is with respect to described two fixedly alar part (10) settings placed in the middle.
16. the prefabricated thermal insulation composite plate at band as claimed in claim 10 turning; it is characterized in that: also comprise finish coat (15), described finish coat (15) is in the outside of the heavy seal coat (7) outside the prefabricated thermal insulation composite plate that is positioned at this band turning and bonds together with this heavy seal coat (7).
17. the prefabricated thermal insulation composite plate at band as claimed in claim 10 turning is characterized in that: the heat preservation plate material of described heat preservation plate material for constituting by the organic or inorganic heat insulating material.
18. the prefabricated thermal insulation composite plate at band as claimed in claim 17 turning, it is characterized in that: the thermal insulating composite panel of the prefabricated thermal insulation composite plate at described band turning is partly for square or rectangular, and the size of described square or rectangular is set manual handling and the operation of being convenient to the construction worker for.
19. thermal insulating composite panel element of construction, it is characterized in that: comprise a plurality of as the described prefabricated thermal insulation composite plate of any one claim among the claim 1-9 (1), described a plurality of prefabricated thermal insulation composite plate is splicing together in the mode of side end face butt joint, the element of construction that this prefabricated thermal insulation composite plate constitutes also comprises: a plurality of parts that socket, described a plurality of each that sockets in the part all comprises mounting groove Embedded Division (162,163,171,172) and extension (164,173), described mounting groove Embedded Division is embedded in the mounting groove of described prefabricated thermal insulation composite plate, described extension reaches outside the described mounting groove, and extend above described inner major planar surface (101) towards described inner major planar surface (101), by described a plurality of cooperations that are connected that socket part and described mounting groove, described a plurality of prefabricated thermal insulation composite plates are splicing together.
20. thermal insulating composite panel element of construction as claimed in claim 19, it is characterized in that: also comprise a plurality of prefabricated thermal insulation composite plates (20) as the described band of any one claim turning among the claim 10-18, the height of the prefabricated composite insulation boards at described band turning and thickness equate with the height and the thickness of described prefabricated thermal insulation composite plate respectively, the mounting groove (13) of the mounting groove of the prefabricated composite insulation boards at described band turning and described prefabricated thermal insulation composite plate measure-alike, between the prefabricated thermal insulation composite plate at described band turning and the described prefabricated thermal insulation composite plate in twos the side end face dock, by a plurality of parts (16 that socket, 17) with the cooperation that is connected of described mounting groove (13), the prefabricated thermal insulation composite plate and the described prefabricated thermal insulation composite plate at the described band turning of adjacent butt joint are splicing together, and are splicing together with the cooperation that is connected of described mounting groove by socketing part between the prefabricated thermal insulation composite plate at adjacent per two band turnings.
21. as claim 19 or 20 described thermal insulating composite panel element of construction, it is characterized in that: the described part that sockets is T-shaped generally, described mounting groove Embedded Division is formed on the top of described T shape, and described extension is formed on the bottom of described T shape, the described mounting groove Embedded Division (162 that sockets part, 163,171,172) shape of cross section is consistent with the shape of cross section of described mounting groove (13) so that mounting groove Embedded Division (162,163,171,172) be fitted to each other with described mounting groove (13).
22. thermal insulating composite panel element of construction as claimed in claim 19, it is characterized in that: the described part that sockets includes seam and sockets part (16) and the seamless part (17) that sockets, described have seam to socket part and have main part (161), the described extension (164) that has seam to socket part is in the same plane with the described described main part (161) that has seam to socket part, the described mounting groove Embedded Division (162 that has seam to socket part, 163) describedly there is seam to socket outside the described extension and the residing plane of described main part of part along reaching perpendicular to the described direction that has seam to socket the described extension of part and the residing plane of described main part, in described element of construction, described have seam to socket part to be placed in the horizontal joint that is formed by adjacent per two prefabricated thermal insulation composite plates butt joint, and described have a width (W that stitches the cross section that sockets part and the described seamless mounting groove Embedded Division that sockets part
Draw 1, W
Draw 2) all with the width (W of the mounting groove of prefabricated thermal insulation composite plate
Groove) equate the described height (h that the cross section that stitches the mounting groove Embedded Division that sockets part is arranged
Draw 1) be equal to or less than the degree of depth (d of described mounting groove
Groove); The described seamless cross-sectional height (h that sockets the mounting groove Embedded Division of part
Draw 2) equal the degree of depth (d of two mounting grooves of two prefabricated thermal insulation composite plates that are docking together
Groove) and, the described seamless part that sockets has necking section (178), described necking section is between described mounting groove Embedded Division (171) and the described extension (173), the whole described seamless thickness that sockets part is all identical, the width of the cross section of described necking section is less than the width of the cross section of described extension, in vertical two frame connecting portions (11) one of each in transversely adjacent per two prefabricated thermal insulation composite plates is provided with draw-in groove (179), two adjacent draw-in grooves each other over against, the width of described draw-in groove equates with the width of described necking section, the degree of depth of two draw-in grooves and equate with the thickness of described necking section.
23. thermal insulating composite panel element of construction as claimed in claim 20, it is characterized in that: the described part that sockets includes seam and sockets part (16) and the seamless part (17) that sockets, described have seam to socket part and have main part (161), the described extension (164) that has seam to socket part is in the same plane with the described described main part (161) that has seam to socket part, the described mounting groove Embedded Division (162 that has seam to socket part, 163) describedly there is seam to socket outside the described extension and the residing plane of described main part of part along reaching perpendicular to the described direction that has seam to socket the described extension of part and the residing plane of described main part, in described element of construction, in horizontal joint that forms by adjacent per two prefabricated thermal insulation composite plates butt joint and the horizontal joints that form by the prefabricated thermal insulation composite plate butt joint at adjacent per two band turnings, all be placed with described have to stitch socket part, described have a width (W that stitches the cross section that sockets part and the described seamless mounting groove Embedded Division that sockets part
Draw 1, W
Draw 2) all with the width (W of the mounting groove of the prefabricated thermal insulation composite plate at the mounting groove of prefabricated thermal insulation composite plate and band turning
Groove) equate the described height (h that the cross section that stitches the mounting groove Embedded Division that sockets part is arranged
Draw 1) be equal to or less than the degree of depth (d of described mounting groove
Groove); The described seamless cross-sectional height (h that sockets the mounting groove Embedded Division of part
Draw 2) equal the degree of depth (d of two mounting grooves
Groove) and, the described seamless part that sockets has necking section (178), described necking section is between described mounting groove Embedded Division (171) and the described extension (173), the whole described seamless thickness that sockets part is all identical, the width of the cross section of described necking section is less than the width of the cross section of described extension, in vertical two frame connecting portions (11) one of each in transversely adjacent per two prefabricated thermal insulation composite plates go up and the prefabricated thermal insulation composite plate at transversely adjacent prefabricated thermal insulation composite plate and band turning in each in vertical two frame connecting portions (11) one be provided with draw-in groove (179), two adjacent draw-in grooves each other over against, the width of described draw-in groove equates with the width of described necking section, the degree of depth of two draw-in grooves and equate with the thickness of described necking section.
24. a permanent concrete blinding is characterized in that: this permanent concrete blinding comprises:
As the described prefabricated thermal insulation composite plate of any one claim among the claim 1-9 and/or as the prefabricated thermal insulation composite plate at the described band of any one claim turning among the claim 10-18;
Or comprise: as the described thermal insulating composite panel element of construction of any one claim among the claim 19-23.
25. a concrete slab structural element comprises:
Arrangement of reinforcement;
First concrete blinding, it is in a side of described arrangement of reinforcement;
Second concrete blinding, it is in the opposite side of described arrangement of reinforcement;
Concrete, it is between described first concrete blinding and described second concrete blinding;
Wherein, all be permanent concrete blinding in described first concrete blinding and described second concrete blinding one or both of, described concrete and described arrangement of reinforcement and described permanent concrete blinding are combined into an integral body;
It is characterized in that: described permanent concrete blinding comprises: the described thermal insulating composite panel element of construction of any one claim among the claim 19-23, described thermal insulating composite panel element of construction and described arrangement of reinforcement are by the described part (16 that sockets, 17,165) extension and fixedly connected.
26. concrete slab structural element as claimed in claim 25 is characterized in that:
Described arrangement of reinforcement is reinforcing bar or light gauge cold-formed steel shape framework;
Described light gauge cold-formed steel shape framework comprises:
The longitudinal type steel joist (95,85) of the isolated arrangement parallel to each other of direction of extension of a plurality of principal planes along described concrete slab structural element, each longitudinal type steel joist comprises two vertical light gauge cold-formed steel shapes (951,952; 851,852), the inner major planar surface and the outer major planar surface of the prefabricated thermal insulation composite plate at prefabricated thermal insulation composite plate that the principal plane of described vertical light gauge cold-formed steel shape and described thermal insulating composite panel element of construction are included or band turning are parallel to each other, described two vertical light gauge cold-formed steel shapes are opposite each other and spaced apart along the direction vertical with the principal plane of described concrete slab structural element, so that leave space (200) between described two vertical light gauge cold-formed steel shapes, thereby described concrete spatial flow mistake easily when fluid concrete from leaving between described two vertical light gauge cold-formed steel shapes, be full of concrete in the space of leaving between described two vertical light gauge cold-formed steel shapes, described first concrete blinding all is connected with described light gauge cold-formed steel shape frame fixation with described second concrete blinding.
27. concrete slab structural element as claimed in claim 26, it is characterized in that: pass through shaped steel connector (96 between described two vertical light gauge cold-formed steel shapes, 87) fixedly connected, all spaced apart between described first concrete blinding and described second concrete blinding and the described vertical light gauge cold-formed steel shape, the concrete between described first concrete blinding and second concrete blinding covers described light gauge cold-formed steel shape framework.
28. concrete slab structural element as claimed in claim 26, it is characterized in that: vertical light gauge cold-formed steel shape (951 that each longitudinal type steel joist (95) comprises, 952) have a plurality of keel through holes (953 that run through that distribute along its length direction on, 954), keel through hole (953 on two vertical light gauge cold-formed steel shapes, 954) each other over against, at at least a portion keel through hole (953,954) be penetrated with the described part (16 that sockets in, 17,165) extension makes that the inner major planar surface of prefabricated thermal insulation composite plate at prefabricated thermal insulation composite plate that the principal plane that runs through direction and described concrete slab structural element of described keel through hole and described thermal insulating composite panel element of construction are included or band turning is vertical with outer major planar surface; One in described first concrete blinding and described second concrete blinding is the ordinary concrete template, and described permanent concrete blinding is an outside concrete blinding, and described ordinary concrete template is inboard concrete blinding (92),
Described concrete slab structural element also comprises tension bolt (91) and tension sleeve pipe (90), and described tension sleeve pipe (90) is between the vertical light gauge cold-formed steel shape that is in the inboard in two included vertical light gauge cold-formed steel shapes of described inboard concrete blinding (92) and each longitudinal type steel joist;
The described part (16 that sockets, 17,165) extension stretches out and passes described keel through hole from described outside concrete blinding and is connected with described tension sleeve pipe, described outside concrete blinding is fixedlyed connected with described longitudinal type steel joist, described tension bolt (91) passes described inboard concrete blinding (92) and is connected with described tension sleeve pipe, and described inboard concrete blinding is fixedlyed connected with described longitudinal type steel joist.
29. concrete slab structural element as claimed in claim 28 is characterized in that: described concrete slab structural element also comprises:
Limit casing (80), it is between the vertical light gauge cold-formed steel shape that is in the outside in two included vertical light gauge cold-formed steel shapes of described outside concrete blinding and described each longitudinal type steel joist.
30. concrete slab structural element as claimed in claim 27 is characterized in that: two included vertical light gauge cold-formed steel shapes of each longitudinal type steel joist all are C shape shaped steel, and described light gauge cold-formed steel shape framework also comprises:
Horizontal connecting-type steel joist, it comprises horizontal light gauge cold-formed steel shape (981,982,881,882);
Oblique connecting-type steel joist, it comprises oblique light gauge cold-formed steel shape (891,892), described longitudinal type steel joist is along vertical setting, a plurality of longitudinal type steel joists that are arranged in parallel connect by described horizontal connecting-type steel joist, described oblique shaped steel connects keel and is connected with described longitudinal type steel joist, and described longitudinal type steel joist, described horizontal connecting-type steel joist and the described oblique keel that are connected connect to form a stable whole rigid structures.
31. concrete slab structural element as claimed in claim 28 is characterized in that: between described the socketing between part (165) and the described tension sleeve pipe (90) to being threaded, described tension bolt (91) and described tension sleeve pipe (90) for being threaded.
32. concrete slab structural element as claimed in claim 25, it is characterized in that: described concrete slab structural element is the concrete panel structural element, also comprise: the initial platform (30) that is in the bottom, be fixed with on the described initial platform initial (31), described initial (31) have the outstanding Embedded Division (310) that projects upwards, the nethermost mounting groove (13) that is in that described permanent concrete blinding is included is on the prefabricated composite insulation boards at nethermost prefabricated composite insulation boards and band turning cooperates with initial outstanding Embedded Division (310), and outstanding Embedded Division is embedded in the described nethermost mounting groove.
33. a concrete panel structural element comprises:
Arrangement of reinforcement;
First concrete blinding, it is in a side of described arrangement of reinforcement;
Second concrete blinding, it is in the opposite side of described arrangement of reinforcement;
Concrete blinding supports, and described first concrete blinding is connected with described concrete blinding support fixation with described second concrete blinding;
Concrete, it is between described first concrete blinding and described second concrete blinding;
Wherein, all be permanent concrete blinding in described first concrete blinding and described second concrete blinding one or both of, described concrete and described arrangement of reinforcement and described permanent concrete blinding are combined into an integral body;
It is characterized in that: described permanent concrete blinding comprises: the described thermal insulating composite panel element of construction of any one claim among the claim 19-23, described thermal insulating composite panel element of construction and described concrete blinding support by the described part (16 that sockets, 17,165) extension and fixedly connected.
34. concrete panel structural element as claimed in claim 33, it is characterized in that: described first concrete blinding is an outside concrete blinding, described outside concrete blinding is permanent concrete blinding, described second concrete blinding is inboard concrete blinding (92), and the concrete blinding of this concrete panel structural element supports and comprises: vertical keel of concrete blinding (922) and concrete blinding lateral keel (921);
This concrete panel structural element also comprises tension bolt (91) and tension sleeve pipe (90), described tension sleeve pipe (90) be in described inboard concrete blinding (92) outside and with described inboard concrete blinding adjacency, the vertical keel of described concrete blinding (922) be in described inboard concrete blinding (92) inboard and with described inboard concrete blinding adjacency, described concrete blinding lateral keel be in the vertical keel of described concrete blinding inboard and with described concrete blinding lateral keel adjacency, described tension bolt (91) is inboard from described concrete blinding lateral keel, pass described concrete blinding lateral keel (921) successively, the vertical keel of described concrete blinding (922), described inboard concrete blinding (92) is connected with described tension sleeve pipe (90), thereby with described inboard concrete blinding, described concrete blinding lateral keel is fixedlyed connected with the vertical keel of described concrete blinding; The described extension that sockets part (165) stretches out and passes with described tension sleeve pipe from described outside concrete blinding and is connected, thereby described outside concrete blinding is fixedlyed connected with described inboard concrete blinding, the vertical keel of described concrete blinding and described concrete blinding lateral keel.
35. concrete panel structural element as claimed in claim 34 is characterized in that: between described the socketing between part (165) and the described tension sleeve pipe (90) to being threaded, described tension bolt (91) and described tension sleeve pipe (90) for being threaded.
36. concrete panel structural element as claimed in claim 33, it is characterized in that: also comprise: the initial platform (30) that is in the bottom, be fixed with on the described initial platform initial (31), described initial (31) have the outstanding Embedded Division (310) that projects upwards, the nethermost mounting groove (13) that is in that described permanent concrete blinding is included is on the prefabricated composite insulation boards at nethermost prefabricated composite insulation boards and band turning cooperates with initial outstanding Embedded Division (310), and outstanding Embedded Division is embedded in the described nethermost mounting groove.
37. wall body structure member, comprise: body of wall agent structure part (100) and insulation layer part, described insulation layer part is fixedlyed connected with described body of wall agent structure part (100), it is characterized in that: described insulation layer partly is the described thermal insulating composite panel element of construction of any one claim among the claim 19-23, the described part (16 that sockets, 165) extension is fixedlyed connected with described body of wall agent structure part (100), described thermal insulating composite panel element of construction is fixedly connected on the described body of wall agent structure part.
38. wall body structure member as claimed in claim 37, it is characterized in that: the described extension that sockets part (16) has fastener hole, be fixed with support member (202) on the described body of wall agent structure part, the described part that sockets is fixedly connected on the described support member (202) by fastener hole on the described extension and securing member.
39. wall body structure member as claimed in claim 37, it is characterized in that: also comprise: the initial platform (30) that is in the bottom, be fixed with on the described initial platform initial (31), described initial (31) have the outstanding Embedded Division (310) that projects upwards, the nethermost mounting groove (13) that is in that described permanent concrete blinding is included is on the prefabricated composite insulation boards at nethermost prefabricated composite insulation boards and band turning cooperates with initial outstanding Embedded Division (310), and outstanding Embedded Division is embedded in the described nethermost mounting groove.
40. a mould section bar (50) that is used to make the prefabricated thermal insulation composite plate at one of described prefabricated thermal insulation composite plate of one of claim 1-9 or claim 10-18 described band turning is characterized in that comprising:
Section bar body (501), described section bar body comprise be used for when making the prefabricated thermal insulation composite plate at this described prefabricated thermal insulation composite plate or described band turning and two connecting portions (11) of the frame (2) of the prefabricated thermal insulation composite plate at described prefabricated thermal insulation composite plate or described band turning against inboard butting section (507), stretch out on the surface of described inboard butting section be used for when making the prefabricated thermal insulation composite plate at described prefabricated thermal insulation composite plate or described band turning, being inserted into mounting groove (13) thus in positioning salient (504) that core (9) is positioned, the thickness of described positioning salient equals the width (W of described mounting groove
Groove); what described inboard butting section was provided with the thickness that is used to determine heavy seal coat (7) when making the prefabricated thermal insulation composite plate at prefabricated thermal insulation composite plate or described band turning goes up alignment protuberance (503), and the distance from the upper surface of described positioning salient (504) to the top surface of the described protuberance (503) that aligns is greater than described frame connecting portion (11) thickness.
41. mould section bar as claimed in claim 40; it is characterized in that: also comprise the following alignment protuberance (502) that is used for the thickness of decision one deck heavy seal coat (7) when making the prefabricated thermal insulation composite plate at prefabricated thermal insulation composite plate or described band turning; distance from the soffit of described positioning salient (504) to the described basal surface of alignment protuberance (502) down is greater than described frame connecting portion (11) thickness, describedly goes up distance that alignment protuberance (503) protrudes upward from the upper surface of described positioning salient (504) and equals the distance that described alignment protuberance (502) down stretches out from the soffit of described positioning salient (504) downwards.
42. mould section bar as claimed in claim 41 is characterized in that: the described alignment protuberance of going up reaches on the upper surface of described section bar body (501), and described alignment protuberance (502) down reaches under the soffit of described section bar body.
43. mould section bar as claimed in claim 40 is characterized in that: described section bar body is hollow section bar body, and described mould section bar is made of aluminium alloy extrusions.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206386737U CN202073197U (en) | 2010-11-25 | 2010-11-25 | Composite board and assembly thereof, template, concrete slab and mould section bar comprising same |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206386737U CN202073197U (en) | 2010-11-25 | 2010-11-25 | Composite board and assembly thereof, template, concrete slab and mould section bar comprising same |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202073197U true CN202073197U (en) | 2011-12-14 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010206386737U Expired - Lifetime CN202073197U (en) | 2010-11-25 | 2010-11-25 | Composite board and assembly thereof, template, concrete slab and mould section bar comprising same |
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| CN (1) | CN202073197U (en) |
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