CN203393942U - Steel-structured compound wall plate and mounting structure thereof - Google Patents
Steel-structured compound wall plate and mounting structure thereof Download PDFInfo
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- CN203393942U CN203393942U CN201320447992.3U CN201320447992U CN203393942U CN 203393942 U CN203393942 U CN 203393942U CN 201320447992 U CN201320447992 U CN 201320447992U CN 203393942 U CN203393942 U CN 203393942U
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Abstract
The utility model discloses a steel-structured compound wall plate and a mounting structure thereof, and relates to the field of heat insulation, sound insulation or other protection technologies for buildings. The steel-structured compound wall plate and the mounting structure are characterized in that the steel-structured compound wall plate comprises three layers including an outer layer, a middle layer and an inner layer, the outer layer is a decorative veneer or composite plate, the middle layer is a wall transverse main purline framework or a box-shaped plate, and the inner layer is a veneer or a composite plate; the wall plate is of the vertical mounting structure and is perpendicular to a transverse main purline; a steel column (1) is arranged on the inner sides of seams of two plates, the length of the steel column (1) is equal to that of each seam, two purline supporting plates are respectively outwardly and fixedly connected to two ends of the steel column (1), vertical purlines of the two plates are fixed to the purline supporting plates, the ends of the inner-layer and outer-layer veneers at the seams are respectively plugged by PE (polyethylene) plugs (6), and color plate folded edges are arranged between the two PE plugs (6). The steel-structured compound wall plate and the mounting structure have the advantages of durability in heat insulation, stability, reliability, attractive indoor and outdoor visual effects and wide application range.
Description
Technical field
The utility model is a kind of steel work compound wall panel and mounting structure thereof.Insulation, sound insulation or other protection (E04B) technical field of relating to building.
Background technology
The rigidity metope that steel work exterior wall has insulation to require at present has four kinds of situations:
1. outer veneer+middle heat insulation glass cotton+internal layer veneer;
2. outside composite insulation boards+internal layer veneer;
3. outside list is hung composite insulation boards;
4. outer veneer+box-like plate is without purlin system.
Above 4 pluses and minuses that have are specific as follows:
1) outer veneer+middle heat insulation glass cotton+internal layer veneer scene is compound; Although possessed quick construction, advantage with low cost, its heat-preservation cotton is seriously compressed at purlin place, long-time use easily causes the heat-preservation cotton to come off, and insulation persistence is poor; Moreover interior decoration veneer poor flatness, not attractive in appearance;
2) outside composite insulation boards+internal layer veneer; This system has possessed the advantage of not revealing purlin, if but require metope outside to be presented as rough effect, by existing technology, be difficult to realize and (can only make ripplet, flat panel equivalent fruit), and internal layer veneer is in the process of installing, and the perfection that has been difficult to lap-joint is processed, and is easy to cause bight perk, overlap the problems such as not tight, there is poor flatness, not attractive in appearance.
3) the single composite insulation boards of hanging in outside; This system construction is quick, is mainly that outdoor effect cannot realize comparatively rough style, moreover can sees purlin indoor, affects indoor visual effect;
4) outer veneer+box-like plate is without purlin system; This system has solved above-mentioned 2 and 3 problem, and internal and external ornament is all better, the problem but the tenesmus of not thorough solution heat-preservation cotton comes off, and along with the prolongation of containment system running time, heat insulation effect progressively decreasing phenomenon still exists; Separately because box-like plate has structure function concurrently, after building settlement is stable, chamber interior walls poor flatness, visual effect is bad; Moreover this scheme need to suppress box-like plate with thicker color steel, the followability of the toughness of steel plate, paint film is required high, only have at present the inlet plate of Australia Bo Sige and French A Sailuo can reach quality like this, so cost is high; In general, this scheme technology is still immature.
Utility model content
The purpose of this utility model is to design a kind of be incubated lasting, stable, reliable and attractive in appearance, widely applicable steel work compound wall panel and the mounting structure thereof of indoor and outdoor visual effect.
Skin of the present utility model is fancy veneer or composite plate, intermediate layer be the horizontal main purlin skeleton of metope or box-like plate or, internal layer is veneer or composite plate.
Specifically as shown in Figure 1, for: skin is exterior wall great circle wave corrugated sheet 8, intermediate layer is the horizontal main purlin 3 of metope, and internal layer is glass silk floss sandwich sheet 2.
Specifically there are following five kinds of compound wall panels:
The first, as shown in Fig. 1-1, Fig. 1-3 and Fig. 1-4, is that ecto-entad is followed successively by outer veneer, purlin skeleton, heat insulation glass cotton, internal layer veneer.Purlin skeleton is connected with bolt with vertical purlin by horizontal purlin, and outer veneer is fixed on outside purlin skeleton by screw, and heat insulation glass cotton and internal layer veneer are by being fixed in purlin skeleton.
The second, as shown in Fig. 2-1, Fig. 2-3 and Fig. 2-4, is that ecto-entad is followed successively by outer composite insulation boards, purlin skeleton, internal layer veneer.Purlin skeleton is connected with bolt with vertical purlin by horizontal purlin, and outer composite insulation boards and internal layer veneer are separately fixed at outside and the interior survey of purlin skeleton with screw.
The third is that ecto-entad is followed successively by single composite insulation boards, purlin skeleton hung as shown in 3-1, Fig. 1-3 and Fig. 1-4.Purlin skeleton is connected with bolt with vertical purlin by horizontal purlin, and single composite insulation boards of hanging is fixed on outside purlin skeleton by screw.
The 4th kind as shown in Fig. 4-1, Fig. 4-3 and Fig. 4-4, be that ecto-entad is followed successively by outer veneer, box-like plate without purlin system.Outer veneer is fixed on outside box-like plate by screw.
The 5th kind as shown in Fig. 5-1, Fig. 5-3 and Fig. 5-4, that ecto-entad is followed successively by outer veneer, purlin skeleton, composite insulation boards, purlin skeleton is connected with bolt with vertical purlin by horizontal purlin, outer veneer is fixed on outside purlin skeleton by screw, and composite insulation boards is fixed in purlin skeleton by screw.
The package assembly of steel work compound wall panel is: the mounting structure of steel work compound wall panel is mainly to solve while installing in the installation of purlin blade position and the installation of corner.Shingle nail adopts vertical mounting structure, perpendicular to horizontal main purlin.Syndeton between two shingle nails is as shown in Fig. 6-1-Fig. 6-4, to put a steel column 1 isometric with seam in seam crossing the inside of two plates, each purlin supporting plate that is outwards connected of the two ends of steel column 1, the vertical purlin of two plates and purlin supporting plate are fixed, two outer veneer ends of seam crossing, respectively by the shutoff of PE plug, have colored steel to receive limit between two PE plugs.
The package assembly of the first steel work compound wall panel is as shown in Fig. 1-1 and Fig. 1-2, in seam crossing the inside of two plates, put a steel column 1 isometric with seam, each purlin supporting plate that is outwards connected of the two ends of steel column 1, with bolt, the vertical purlin of two plates and purlin supporting plate are fixed, the outer of purlin supporting plate is concordant with the outer of purlin skeleton, two outer veneer ends of seam crossing, respectively by the shutoff of PE plug, are fixed colored steel folding piece 11 to receive limit by pulling rivet 10 between two PE plugs.
Wherein:
Steel column is i iron;
The shape of PE plug as Figure 6-9, is the bar that one side is plane for corrugated, relative another side;
Colored steel is received limit as shown in Fig. 6-10, the bar that colored steel folding piece 11Shi cross section is "T"-shaped; By pulling rivet 10, colored steel folding piece 11 is fixing.
The package assembly of the second steel work compound wall panel is as shown in Fig. 2-1 and Fig. 2-2, in seam crossing the inside of two plates, put a steel column 1 isometric with seam, each purlin supporting plate that is outwards connected of the two ends of steel column 1, with bolt, the vertical purlin of two plates and purlin supporting plate are fixed, the outer of purlin supporting plate is concordant with the outer of purlin skeleton, two composite insulation boards ends of seam crossing, respectively by the shutoff of PE plug, are fixed colored steel folding piece 11 to receive limit by pulling rivet 10 between two PE plugs.
The package assembly of the third steel work compound wall panel is as shown in Fig. 3-1 and Fig. 3-2, in seam crossing the inside of two plates, put a steel column 1 isometric with seam, each purlin supporting plate that is outwards connected of the two ends of steel column 1, with bolt, the vertical purlin of two plates and purlin supporting plate are fixed, the outer of purlin supporting plate is concordant with the outer of purlin skeleton, two composite insulation boards of seam crossing each use screw fastening on vertical purlin, the fixing heat insulating material of pulling rivet for two composite insulation boards seam crossing inboards, two composite insulation boards ends are respectively installed colored steel folding piece 11, two colored steel folding pieces more than 11 font backing members 12 are installed.
The package assembly of the 4th kind of steel work compound wall panel is as shown in Fig. 4-1 and Fig. 4-2, and box-like plate is screwed on steel column 1, and outer veneer and inboard add one deck waterproof ventilative layer again and be screwed in box-like plate outside; In all screws bearing, all there is heat insulating mattress.
The package assembly of the 5th kind of steel work compound wall panel is as shown in Fig. 5-1 and Fig. 5-2, in seam crossing the inside of two plates, put a steel column 1 isometric with seam, each purlin supporting plate that is outwards connected of the two ends of steel column 1, with bolt, the vertical purlin of two composite insulation boards and purlin supporting plate are fixed, the outer of purlin supporting plate is concordant with the outer of purlin skeleton, two outer veneer ends of seam crossing, respectively by the shutoff of PE plug, are fixed colored steel folding piece 11 to receive limit by pulling rivet 10 between two PE plugs.
The mounting structure of steel work compound wall panel is mainly to solve while installing in the installation of purlin blade position and the installation of corner.Shingle nail adopts vertical mounting structure, perpendicular to horizontal main purlin.Syndeton between two shingle nails is as shown in Fig. 6-1-Fig. 6-4, it is a horizontal steel column 1 outside the internal layer of two shingle nail seams, each purlin supporting plate that is outwards connected of the two ends of steel column 1, with bolt, the vertical purlin of two composite insulation boards and purlin supporting plate are fixed, the outer of purlin supporting plate is concordant with the outer of purlin skeleton; Vertical purlin is screwed more than one fonts time purlin outward, and the outer middle part of several fonts time purlin is screwed receives limit, and two plate end faces of seam crossing are respectively provided with PE plug; Last piece shingle nail is first outputed the width that width equals purlin supporting plate reinforcement before installation, and length 15cm only cuts backboard, and panel retains, and is folded to outside during installation, until nailing, fixedly after composite plate, by flat opening, just can.
Wherein:
Middle part, the structure of horizontal main purlin one side that ，Qi cross section is rectangle as shown in Fig. 6-5 is jagged;
Structure ，Qi cross section as shown in Fig. 6-6 of several fonts time purlin is " several " font;
The structure of purlin supporting plate, as shown in Fig. 6-7 and Fig. 6-8, is that the one side central authorities of rectangular slab are fixed with stiffener, has 4 holes of wearing bolt on rectangular slab;
The structure of PE stopper structure as Figure 6-9, is the bar that one side is plane for corrugated, relative another side;
Receive structure "T"-shaped bar in ，Shi cross section as shown in Fig. 6-10 of limit structure.
The mounting structure of corner also has five kinds of structures by five kinds of compound wall panels, but wherein four kinds are prior art, and only a kind of is feature of the present invention, and its structure is as shown in Fig. 7-1 and Fig. 7-2.Prune internal layer and intermediate layer of a plate, withstand the wrench of another plate, two shingle nail vertical connections, in seam crossing the inside of two plates, pasting in a plate and surveying and put a steel column 1, each purlin supporting plate that is outwards connected of the nearly seam end of steel column 1 and the middle part of steel column 1, with bolt, the vertical purlin of two composite insulation boards and purlin supporting plate are fixed, the outer of purlin supporting plate is concordant with the outer of purlin skeleton; At 45 ° intersecting of the inner plating of two plates (vertical wall purlin 4), the interior angle that two exterior wall great circle wave corrugated sheet 8 terminations have special use to receive limit 5 and PE plug 6 ， junctions is screwed into two plates with screw steel column 1 is installed.
Wherein:
The structure of horizontal main purlin ，Qi cross section as shown in Fig. 7-5 is rectangle, and middle part is jagged on one side;
Structure ，Qi cross section as shown in Fig. 7-6 of several fonts time purlin is " several " font;
The structure of purlin supporting plate, as shown in Fig. 7-7 and Fig. 7-8, is that the one side central authorities of rectangular slab are fixed with stiffener, has 4 holes of wearing bolt on rectangular slab;
The structure of PE stopper structure as Figure 7-9, is the bar that one side is plane for corrugated, relative another side;
Structure ，Shi cross section as shown in Fig. 7-10 of receiving limit structure becomes the bar of " ten " shape.
Mounting structure in metope corner is as follows, because a compound side can only arrive the perpendicular muscle place of purlin supporting plate, in the place of pillar corner, first uses the corner folding edge part of colored steel, then hangs cotton insulation.
Each subsystem of the utility model all adopts existing mature technology, and adopts in a large number prefabrication, and Assembling workload is few.Although so possess the advantage of existing each scheme, cost and common maintenance system (right 1,2,3) are about the same, also have obvious price advantage with respect to box-like plate without purlin system (right 4).
Be below the price comparison of all kinds of schemes:
The buildings such as the high-grade office building that the utility model is applicable to match with aluminum facade, curtain wall, large-sized workshop, especially insulation require constant lasting factory building.
Effect of the present utility model: low cost is incubated lastingly, good vision perception, the outside plate that has internal and external ornament concurrently is ornamental color steel or aluminum veneer, inner panel prefabrication composite insulation boards Assembling.Advantage You Liang aspect:
1) insulation is lasting: with respect to the on-the-spot compound containment system of mid-heat insulation glass silk floss (right 1) of routine, great advantage of the present invention has adopted prefabrication composite insulation boards exactly, thoroughly having solved heat-preservation cotton comes off and causes the problem of maintenance system insulation failure, the utility model to possess that right 2,3 scheme heat insulation effects are lasting, stable, advantage reliably;
2) indoor and outdoor visual effect is attractive in appearance, widely applicable: selecting ornamental color steel veneer or aluminum veneer is containment system outside plate, moulding, Colour selection face width, make architectural aesthetics design almost unrestricted, especially can easily realize the rough architectural style that the external scheme of prefabrication composite insulation boards (right 2,3) cannot realize; Prefabrication composite insulation boards is as built-in visual plate, and not only planeness is good, and the selection such as its fine and smooth ripplet, embossing makes indoor visual effect splendid.
Accompanying drawing explanation
Fig. 1-1 the first steel work compound wall panel structure chart
Fig. 1-2 the first steel work compound wall panel mounting structure figure
Fig. 1-3 the first steel work compound wall panel construction partial enlarged drawing
Fig. 1-4 the first steel work compound wall panel construction partial enlarged drawing
Fig. 2-1 the second steel work compound wall panel structure chart
Fig. 2-2 the second steel work compound wall panel mounting structure figure
Fig. 2-3 the second steel work compound wall panel construction partial enlarged drawing
Fig. 2-4 the second steel work compound wall panel construction partial enlarged drawing
The third steel work compound wall panel structure chart of Fig. 3-1
Fig. 3-2 the third steel work compound wall panel mounting structure figure
The third steel work compound wall panel construction partial enlarged drawing of Fig. 3-3
The third steel work compound wall panel construction partial enlarged drawing of Fig. 3-4
The 4th kind of steel work compound wall panel structure chart of Fig. 4-1
The 4th kind of steel work compound wall panel mounting structure figure of Fig. 4-2
The 4th kind of steel work compound wall panel construction partial enlarged drawing of Fig. 4-3
The 4th kind of steel work compound wall panel construction partial enlarged drawing of Fig. 4-4
The 5th kind of steel work compound wall panel structure chart of Fig. 5-1
The 5th kind of steel work compound wall panel mounting structure figure of Fig. 5-2
The 5th kind of steel work compound wall panel construction partial enlarged drawing of Fig. 5-3
The 5th kind of steel work compound wall panel construction partial enlarged drawing of Fig. 5-4
The 5th kind of steel work compound wall panel construction partial enlarged drawing of Fig. 5-5
Fig. 6-1 steel work compound wall erecting of panel node diagram
Fig. 6-2 steel work compound wall erecting of panel node diagram
Fig. 6-3 steel work compound wall erecting of panel node partial enlarged drawing
Fig. 6-4 steel work compound wall erecting of panel node partial enlarged drawing
The horizontal main purlin structure chart of Fig. 6-5 steel work compound wall panel
Several fonts of Fig. 6-6 steel work compound wall panel time purlin structure chart
Fig. 6-7 steel work compound wall panel purlin supporting plate elevation
Fig. 6-8 steel work compound wall panel purlin supporting plate lateral view
Fig. 6-9 steel work compound wall panel PE stopper structure figure
Fig. 6-10 steel work compound wall panel is received limit structure chart
Fig. 7-1 steel work combination metope corner is installed node top view
Fig. 7-2 steel work combination metope corner is installed node lateral view
Fig. 7-3 steel work compound wall erecting of panel node partial enlarged drawing
Fig. 7-4 steel work compound wall erecting of panel node partial enlarged drawing
The horizontal main purlin structure chart of Fig. 7-5 steel work compound wall panel
Several fonts of Fig. 7-6 steel work compound wall panel time purlin structure chart
Fig. 7-7 steel work compound wall panel purlin supporting plate elevation
Fig. 7-8 steel work compound wall panel purlin supporting plate lateral view
Fig. 7-9 steel work compound wall panel PE stopper structure figure
Fig. 7-10 steel work compound wall panel is received limit structure chart
1-steel column, 2-glass silk floss sandwich sheet wherein
The horizontal main purlin 4 of 3-metope-vertical wall purlin
5-special-purpose limit 6-PE the plug of receiving
7-heat-preservation cotton is filled 8-exterior wall great circle wave corrugated sheet
9-tapping screw, 10-pulling rivet
11-colored steel folding piece 12-a few font backing members
13-horizontal main purlin 14-several fonts time purlin
15-purlin supporting plate, 16-PE plug
17—Shou limit 18-" Shi”Xing Shou limit
The specific embodiment
1. examples of embodiment are the first experimental steel textural association shingle nails, and structure, as shown in Fig. 1-1, Fig. 1-3 and Fig. 1-4, is that ecto-entad is followed successively by outer veneer, purlin skeleton, heat insulation glass cotton, internal layer veneer.Purlin skeleton is connected with bolt with vertical purlin by horizontal purlin, and outer veneer is fixed on outside purlin skeleton by screw, and heat insulation glass cotton and internal layer veneer are by being fixed in purlin skeleton.
The package assembly of the first steel work compound wall panel is as shown in Fig. 1-1 and Fig. 1-2, in seam crossing the inside of two plates, put a steel column 1 isometric with seam, each purlin supporting plate that is outwards connected of the two ends of steel column 1, with bolt, the vertical purlin of two plates and purlin supporting plate are fixed, the outer of purlin supporting plate is concordant with the outer of purlin skeleton, two outer veneer ends of seam crossing, respectively by the shutoff of PE plug, are fixed colored steel folding piece 11 to receive limit by pulling rivet 10 between two PE plugs.
Wherein
Steel column is i iron;
The shape of PE plug as Figure 6-9, is the bar that one side is plane for corrugated, relative another side;
Colored steel is received the shape on limit as shown in Fig. 6-10, the bar that colored steel folding piece 11Shi cross section is "T"-shaped; By pulling rivet 10, colored steel folding piece 11 is fixing.
2. examples of embodiment are the second experimental steel textural association shingle nails, and structure, as shown in Fig. 2-1, Fig. 2-3 and Fig. 2-4, is that ecto-entad is followed successively by outer composite insulation boards, purlin skeleton, internal layer veneer.Purlin skeleton is connected with bolt with vertical purlin by horizontal purlin, and outer composite insulation boards and internal layer veneer are separately fixed at outside and the interior survey of purlin skeleton with screw.
The package assembly of the second steel work compound wall panel is as shown in Fig. 2-1 and Fig. 2-2, in seam crossing the inside of two plates, put a steel column 1 isometric with seam, each purlin supporting plate that is outwards connected of the two ends of steel column 1, with bolt, the vertical purlin of two plates and purlin supporting plate are fixed, the outer of purlin supporting plate is concordant with the outer of purlin skeleton, two composite insulation boards ends of seam crossing, respectively by the shutoff of PE plug, are fixed colored steel folding piece 11 to receive limit by pulling rivet 10 between two PE plugs.
3. examples of embodiment are the third experimental steel textural association shingle nails, and structure, as shown in Fig. 3-1 and Fig. 3-2, is that ecto-entad is followed successively by single composite insulation boards, purlin skeleton hung.Purlin skeleton is connected with bolt with vertical purlin by horizontal purlin, and single composite insulation boards of hanging is fixed on outside purlin skeleton by screw.
The package assembly of the third steel work compound wall panel is as shown in Fig. 3-1 and Fig. 3-2, in seam crossing the inside of two plates, put a steel column 1 isometric with seam, each purlin supporting plate that is outwards connected of the two ends of steel column 1, with bolt, the vertical purlin of two plates and purlin supporting plate are fixed, the outer of purlin supporting plate is concordant with the outer of purlin skeleton, two composite insulation boards of seam crossing each use screw fastening on vertical purlin, the fixing heat insulating material of pulling rivet for two composite insulation boards seam crossing inboards, two composite insulation boards ends are respectively installed colored steel folding piece 11, two colored steel folding pieces more than 11 font backing members 12 are installed.
4. examples of embodiment are the 4th kind of experimental steel textural association shingle nails, and structure, as shown in Fig. 4-1, Fig. 4-3 and Fig. 4-4, is that ecto-entad is followed successively by outer veneer, box-like plate without purlin system.Outer veneer is fixed on outside box-like plate by screw.
The package assembly of the 4th kind of steel work compound wall panel is as shown in Fig. 4-1 and Fig. 4-2, and box-like plate is screwed on steel column 1, and outer veneer and inboard add one deck waterproof ventilative layer again and be screwed in box-like plate outside; In all screws bearing, all there is heat insulating mattress.
5. examples of embodiment are the 5th kind of experimental steel textural association shingle nails, structure is as shown in Fig. 5-1, Fig. 5-3 and Fig. 5-4, that ecto-entad is followed successively by outer veneer, purlin skeleton, composite insulation boards, purlin skeleton is connected with bolt with vertical purlin by horizontal purlin, outer veneer is fixed on outside purlin skeleton by screw, and composite insulation boards is fixed in purlin skeleton by screw.
The package assembly of the 5th kind of steel work compound wall panel is as shown in Fig. 5-1 and Fig. 5-2, in seam crossing the inside of two plates, put a steel column 1 isometric with seam, each purlin supporting plate that is outwards connected of the two ends of steel column 1, with bolt, the vertical purlin of two composite insulation boards and purlin supporting plate are fixed, the outer of purlin supporting plate is concordant with the outer of purlin skeleton, two outer veneer ends of seam crossing, respectively by the shutoff of PE plug, are fixed colored steel folding piece 11 to receive limit by pulling rivet 10 between two PE plugs.
The mounting structure of corner is as shown in Fig. 7-1 and Fig. 7-2, prune internal layer and intermediate layer of a plate, withstand the wrench of another plate, two shingle nail vertical connections, in seam crossing the inside of two plates, pasting in a plate and surveying and put a steel column 1, each purlin supporting plate that is outwards connected of the nearly seam end of steel column 1 and the middle part of steel column 1, fixes the vertical purlin of two composite insulation boards and purlin supporting plate with bolt, and the outer of purlin supporting plate is concordant with the outer of purlin skeleton; At 45 ° intersecting of the inner plating of two plates (vertical wall purlin 4), the interior angle that two exterior wall great circle wave corrugated sheet 8 terminations have special use to receive limit 5 and PE plug 6 ， junctions is screwed into two plates with screw steel column 1 is installed.
Wherein:
Middle part, the structure of horizontal main purlin one side that ，Qi cross section is rectangle as shown in Fig. 7-5 is jagged; " "
Structure ，Qi cross section as shown in Fig. 7-6 of several fonts time purlin is " several " font;
The structure of purlin supporting plate, as shown in Fig. 7-7 and Fig. 7-8, is that the one side central authorities of rectangular slab are fixed with stiffener, has 4 holes of wearing bolt on rectangular slab;
The structure of PE stopper structure as Figure 7-9, is the bar that one side is plane for corrugated, relative another side;
Structure ，Shi cross section as shown in Fig. 7-10 of receiving limit structure becomes the bar of " ten " shape.
This example is through test of many times, and compound wall panel cost is low, can be incubated lastingly, has the good vision perception of internal and external ornament concurrently.
Claims (16)
1. a steel work compound wall panel, is characterized in that it forms by three layers, and skin is fancy veneer or composite plate, intermediate layer be the horizontal main purlin skeleton of metope or box-like plate or, internal layer is veneer or composite plate.
2. a kind of steel work compound wall panel according to claim 1, is characterized in that the first is that ecto-entad is followed successively by outer veneer, purlin skeleton, heat insulation glass cotton, internal layer veneer; Purlin skeleton is connected with bolt with vertical purlin by horizontal purlin, and outer veneer is fixed on outside purlin skeleton by screw, and heat insulation glass cotton and internal layer veneer are by being fixed in purlin skeleton.
3. a kind of steel work compound wall panel according to claim 1, is characterized in that the second is that ecto-entad is followed successively by outer composite insulation boards, purlin skeleton, internal layer veneer; Purlin skeleton is connected with bolt with vertical purlin by horizontal purlin, and outer composite insulation boards and internal layer veneer are separately fixed at outside and the interior survey of purlin skeleton with screw.
4. a kind of steel work compound wall panel according to claim 1, is characterized in that the third is that ecto-entad is followed successively by single composite insulation boards, purlin skeleton hung; Purlin skeleton is connected with bolt with vertical purlin by horizontal purlin, and single composite insulation boards of hanging is fixed on outside purlin skeleton by screw.
5. a kind of steel work compound wall panel according to claim 1, is characterized in that the 4th kind is that ecto-entad is followed successively by outer veneer, box-like plate without purlin system; Outer veneer is fixed on outside box-like plate by screw.
6. a kind of steel work compound wall panel according to claim 1, it is characterized in that the 5th kind is that ecto-entad is followed successively by outer veneer, purlin skeleton, composite insulation boards, purlin skeleton is connected with bolt with vertical purlin by horizontal purlin, outer veneer is fixed on outside purlin skeleton by screw, and composite insulation boards is fixed in purlin skeleton by screw.
7. a mounting structure for steel work compound wall panel as claimed in claim 1, is characterized in that the package assembly of steel work compound wall panel is: shingle nail adopts vertical mounting structure, perpendicular to horizontal main purlin; In seam crossing the inside of two plates, put a steel column (1) isometric with seam, each purlin supporting plate that is outwards connected of the two ends of steel column (1), the vertical purlin of two plates and purlin supporting plate are fixed, two outer veneer ends of seam crossing, respectively by PE plug (6) shutoff, are fixed colored steel folding piece (11) to receive limit by pulling rivet (10) between two PE plugs (6).
8. the mounting structure of a kind of steel work compound wall panel according to claim 7, the package assembly that it is characterized in that the first steel work compound wall panel is: in seam crossing the inside of two plates, put a steel column (1) isometric with seam, each purlin supporting plate that is outwards connected of the two ends of steel column (1), with bolt, the vertical purlin of two plates and purlin supporting plate are fixed, the outer of purlin supporting plate is concordant with the outer of purlin skeleton, two outer veneer ends of seam crossing, respectively by PE plug (6) shutoff, are fixed colored steel folding piece (11) to receive limit by pulling rivet (10) between two PE plugs (6).
9. the mounting structure of a kind of steel work compound wall panel according to claim 7, the package assembly that it is characterized in that the second steel work compound wall panel is: in seam crossing the inside of two plates, put a steel column (1) isometric with seam, each purlin supporting plate that is outwards connected of the two ends of steel column (1), with bolt, the vertical purlin of two plates and purlin supporting plate are fixed, the outer of purlin supporting plate is concordant with the outer of purlin skeleton, two composite insulation boards ends of seam crossing, respectively by PE plug (6) shutoff, are fixed colored steel folding piece (11) to receive limit by pulling rivet (10) between two PE plugs (6).
10. the mounting structure of a kind of steel work compound wall panel according to claim 7, the package assembly that it is characterized in that the third steel work compound wall panel is: in seam crossing the inside of two plates, put a steel column (1) isometric with seam, each purlin supporting plate that is outwards connected of the two ends of steel column (1), with bolt, the vertical purlin of two plates and purlin supporting plate are fixed, the outer of purlin supporting plate is concordant with the outer of purlin skeleton, two composite insulation boards of seam crossing each use screw fastening on vertical purlin, the fixing heat insulating material of pulling rivet for two composite insulation boards seam crossing inboards, two composite insulation boards ends are respectively installed a colored steel folding piece (11), two colored steel folding pieces (11) are installed a few font backing members (12).
The mounting structure of 11. a kind of steel work compound wall panels according to claim 7, the package assembly that it is characterized in that the 4th kind of steel work compound wall panel is: box-like plate is screwed at steel column (1) upper, and outer veneer and inboard add one deck waterproof ventilative layer again and be screwed in box-like plate outside; In all screws bearing, all there is heat insulating mattress.
The mounting structure of 12. a kind of steel work compound wall panels according to claim 7, the package assembly that it is characterized in that the 5th kind of steel work compound wall panel is: in seam crossing the inside of two plates, put a steel column (1) isometric with seam, each purlin supporting plate that is outwards connected of the two ends of steel column (1), with bolt, the vertical purlin of two composite insulation boards and purlin supporting plate are fixed, the outer of purlin supporting plate is concordant with the outer of purlin skeleton, two outer veneer ends of seam crossing are respectively by PE plug (6) shutoff, between two PE plugs (6), by pulling rivet (10), colored steel folding piece (11) is fixed and received limit.
The mounting structure of a kind of steel work compound wall panel 13. according to Claim 8, described in 9,10,11 or 12, is characterized in that described steel column (1) is i iron.
The mounting structure of a kind of steel work compound wall panel described in 14. according to Claim 8,9 or 12, is characterized in that described PE plug (6) is the bar that one side is plane for corrugated, relative another side; The "T"-shaped bar in described colored steel Shou Bianshi cross section.
The mounting structure of 15. a kind of steel work compound wall panels according to claim 7, the mounting structure that it is characterized in that corner is: be prune internal layer and intermediate layer of a plate, withstand the wrench of another plate, two shingle nail vertical connections, in seam crossing the inside of two plates, pasting in a plate and surveying and put a steel column (1), each purlin supporting plate that is outwards connected of the nearly seam end of steel column (1) and the middle part of steel column (1), with bolt, the vertical purlin of two composite insulation boards and purlin supporting plate are fixed, the outer of purlin supporting plate is concordant with the outer of purlin skeleton; The inner plating of two plates is that vertical wall purlin (4) is at 45 ° crossing, and two exterior wall great circles wave corrugated sheet (8) terminations have the special-purpose interior angle of receiving limit (5) and PE plug (6) ， junction to be screwed into two plates installation steel columns (1) with screw.
The mounting structure of 16. a kind of steel work compound wall panels according to claim 15, is characterized in that described steel column 1 is i iron; Described horizontal main purlin Shi Qi cross section is rectangle, and middle part is jagged on one side; The structure Shi Qi cross section of described a few font time purlin is " several " font; The one side central authorities that described purlin supporting plate is rectangular slab are fixed with stiffener, have 4 holes of wearing bolt on rectangular slab; The structure of described PE plug (6) structure is the bar that one side is plane for corrugated, relative another side; The structure of described receipts limit structure is the bar that cross section becomes " ten " shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320447992.3U CN203393942U (en) | 2013-07-25 | 2013-07-25 | Steel-structured compound wall plate and mounting structure thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320447992.3U CN203393942U (en) | 2013-07-25 | 2013-07-25 | Steel-structured compound wall plate and mounting structure thereof |
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| Publication Number | Publication Date |
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| CN203393942U true CN203393942U (en) | 2014-01-15 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201320447992.3U Expired - Lifetime CN203393942U (en) | 2013-07-25 | 2013-07-25 | Steel-structured compound wall plate and mounting structure thereof |
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| CN (1) | CN203393942U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105350682A (en) * | 2015-11-20 | 2016-02-24 | 精工工业建筑系统有限公司 | Integrated wall surface system |
| CN106767117A (en) * | 2016-12-05 | 2017-05-31 | 中建钢构有限公司 | A kind of protector of steel structure cooling tower |
| CN107882216A (en) * | 2017-12-19 | 2018-04-06 | 东方诺达（北京）钢结构建筑工程有限公司 | The outer board mounting structure of steel construction wall |
| CN114197684A (en) * | 2021-11-19 | 2022-03-18 | 上海奇禹空间结构技术有限公司 | Integrated wallboard assembly and installation and construction method thereof |
-
2013
- 2013-07-25 CN CN201320447992.3U patent/CN203393942U/en not_active Expired - Lifetime
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105350682A (en) * | 2015-11-20 | 2016-02-24 | 精工工业建筑系统有限公司 | Integrated wall surface system |
| CN106767117A (en) * | 2016-12-05 | 2017-05-31 | 中建钢构有限公司 | A kind of protector of steel structure cooling tower |
| CN106767117B (en) * | 2016-12-05 | 2019-07-12 | 中建钢构有限公司 | A kind of protective device of steel structure cooling tower |
| CN107882216A (en) * | 2017-12-19 | 2018-04-06 | 东方诺达（北京）钢结构建筑工程有限公司 | The outer board mounting structure of steel construction wall |
| CN107882216B (en) * | 2017-12-19 | 2023-08-29 | 东方诺达（北京）钢结构建筑工程有限公司 | Steel construction wall planking mounting structure |
| CN114197684A (en) * | 2021-11-19 | 2022-03-18 | 上海奇禹空间结构技术有限公司 | Integrated wallboard assembly and installation and construction method thereof |
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Effective date of registration: 20211112 Address after: Room 08-10, 6 / F, block a, No. 5, Dongtucheng Road, Chaoyang District, Beijing 100013 Patentee after: National Petroleum and natural gas pipeline network Group Co.,Ltd. Address before: 100007 Oil Mansion, 9 North Avenue, Dongcheng District, Beijing, Dongzhimen Patentee before: PETROCHINA Co.,Ltd. |
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Granted publication date: 20140115 |