CN204023882U - A kind of novel prefabricated panel and by the external wall of its assembling - Google Patents
A kind of novel prefabricated panel and by the external wall of its assembling Download PDFInfo
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- CN204023882U CN204023882U CN201420190853.1U CN201420190853U CN204023882U CN 204023882 U CN204023882 U CN 204023882U CN 201420190853 U CN201420190853 U CN 201420190853U CN 204023882 U CN204023882 U CN 204023882U
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Abstract
The utility model belongs to building field, is specifically related to a kind of novel prefabricated panel and the external wall by its assembling.This novel prefabricated panel comprises wallboard steel frame, and described wallboard steel frame comprises main rib, auxiliary rib and ribs; Described auxiliary rib is perpendicular to main rib, and the two ends of auxiliary rib are connected with upper and lower two main ribs respectively; The two ends of described ribs are all connected with main rib, auxiliary rib; The both sides of described wallboard steel frame are provided with panel, are insulation layer between described panel, and described insulation layer is provided with core.The utility model provides a kind of novel prefabricated panel and the external wall by its assembling, and this wallboard is from its structure itself, lightweight, insulation, can assemble, can save freight, and wallboard self structure is stable, durable, reasonable; Industrial premises exterior wall durability and bearing by its assembling are also stronger.
Description
Technical field
The utility model belongs to building field, is specifically related to a kind of novel prefabricated panel and the external wall by its assembling.
Background technology
At present, in building construction, use in a large number various prefabricated panels.Be processed into the reinforced-concrete template member for building assembling in precast yard (field) or building site, be called for short prefabricated panel.Adopt prefabricated panel, with color steel sheet, concrete block masonry comparison, can improve batch production, mechanized construction degree, reduce situ wet operation, save on-the-spot recruitment, overcome seasonal effect, shorten the building operations cycle.These prefabricated panels have been saved the time that body of wall is installed.
But the wall body structure weight of installing by these prefabricated panels is large, poor durability, weight is large, particularly for industrial premises; And lose time with Assembling wallboard, expend skill etc.
The patent No. is that 200520080547.3 Chinese utility model patent discloses a kind of energy saving, prefabricated bearing wall slab, mainly contain gauze wire cloth, bar frame, central layer, auxiliary warming plate composition, it is characterized in that, in steel wire net rack, be provided with polylith central layer, together with pea gravel concreten waters knot by gauze wire cloth, bar frame, central layer with auxiliary warming plate, by arrange above can reach go along with sb. to guard him, load-bearing is difunctional, can prevent " heat bridge " phenomenon.But this body structure of this prefabricated panel is insecure, just bear weight against pea gravel concreten, can not reach actual demand.
Application number number is the disclosed prefabricated panel of Chinese utility model patent that 200780022290.8 the disclosed prefabricated panel of PCT patent and the patent No. are 200520080775.0, also there is force structure problem, for industrial premises exterior wall aspect, its durability, stability all can not reach requirement.
So, lack in the market a kind of well-set, mechanical strength good, the prefabricated panel of stability under loading.
Summary of the invention
The utility model provides a kind of novel prefabricated panel and the external wall by its assembling, and this wallboard is from its structure itself, lightweight, insulation, can assemble, can save freight, and wallboard self structure is stable, durable, reasonable; Industrial premises exterior wall durability and bearing by its assembling are also stronger.
A kind of novel prefabricated panel, comprises wallboard steel frame, and described wallboard steel frame comprises main rib, auxiliary rib and ribs; Described auxiliary rib is perpendicular to main rib, and the two ends of auxiliary rib are connected with upper and lower two main ribs respectively; The two ends of described ribs are all connected with main rib and/or auxiliary rib; The both sides of described wallboard steel frame are provided with panel, are insulation layer between described panel, in described insulation layer, core are installed.
Preferably, described ribs is tension rod member to such scheme; Described auxiliary rib is three parallel auxiliary ribs, and upper and lower two main ribs are divided equally into two parts, and every part has a ribs, two ribs composition " V " word shapes, described main rib, auxiliary rib, ribs become "
" shape connection; Or described auxiliary rib is four parallel auxiliary ribs, and upper and lower two main ribs are divided equally into three parts, every part has a ribs, wherein two adjacent ribs composition " V " word shapes, other two adjacent ribs are parallel, described main rib, auxiliary rib, ribs become "
" or "
" shape connection; Or described auxiliary rib is five parallel auxiliary ribs, and upper and lower two main ribs are divided equally into four parts, and every part has a ribs, middle two adjacent ribs become " V " word shape, the ribs at two ends is parallel with adjacent ribs respectively, described main rib, auxiliary rib, ribs become "
" shape connection; Or described auxiliary rib is six parallel auxiliary ribs, and upper and lower two main ribs are divided equally into five parts, the ribs that the ribs at two ends is adjacent is respectively parallel, middle any adjacent ribs of ribs and its becomes " V " word shape, parallel with its another adjacent ribs, described main rib, auxiliary rib, ribs become "
" or "
" shape connection; Or described auxiliary rib is seven parallel auxiliary ribs, and upper and lower two main ribs are divided equally into six parts, and every part has a ribs, middle two adjacent ribs become " V " word shape, the ribs at two ends is parallel with adjacent ribs respectively, described main rib, auxiliary rib, ribs become "
" shape connection.
Preferably, described ribs is supporting rod to above-mentioned arbitrary scheme; Described auxiliary rib is three parallel auxiliary ribs, and upper and lower two main ribs are divided equally into two parts, and every part has a ribs, two ribs composition " ∧ " shapes, described main rib, auxiliary rib, ribs become "
" shape connection; Or described auxiliary rib is four parallel auxiliary ribs, and upper and lower two main ribs are divided equally into three parts, every part has a ribs, and wherein two adjacent ribs become " ∧ " shapes, and other two adjacent ribs are parallel, described main rib, auxiliary rib, ribs become "
" or "
" shape connection; Or described auxiliary rib is five parallel auxiliary ribs, and upper and lower two main ribs are divided equally into four parts, and every part has a ribs, middle two adjacent ribs become " ∧ " shape, the ribs at two ends is parallel with adjacent ribs respectively, described main rib, auxiliary rib, ribs become "
" shape connection; Or described auxiliary rib is six parallel auxiliary ribs, and upper and lower two main ribs are divided equally into five parts, the ribs that the ribs at two ends is adjacent is respectively parallel, middle any adjacent ribs of ribs and its becomes " ∧ " word shape, parallel with its another adjacent ribs, described main rib, auxiliary rib, ribs become "
" or "
" shape connection; Or described auxiliary rib is seven parallel auxiliary ribs, and upper and lower two main ribs are divided equally into six parts, and every part has a ribs, middle two adjacent ribs become " ∧ " shape, the ribs at two ends is parallel with adjacent ribs respectively, described main rib, auxiliary rib, ribs become "
" shape connection.
Preferably, described ribs is tension rod member and supporting rod to above-mentioned arbitrary scheme; Described auxiliary rib is three parallel auxiliary ribs, and upper and lower two main ribs are divided equally into two parts, and every part has two ribs, and two ribs of every part are interconnection, described main rib, auxiliary rib, ribs become "
" shape connection; Or described auxiliary rib is four parallel auxiliary ribs, and upper and lower two main ribs are divided equally into three parts, every part has two ribs, and two ribs of every part are interconnection, described main rib, auxiliary rib, ribs become "
" shape connection; Or described auxiliary rib is five parallel auxiliary ribs, and upper and lower two main ribs are divided equally into four parts, every part has two ribs, and two ribs of every part are interconnection, described main rib, auxiliary rib, ribs become "
" shape connection; Or described auxiliary rib is six parallel auxiliary ribs, and upper and lower two main ribs are divided equally into five parts, every part has two ribs, and two ribs of every part are interconnection, described main rib, auxiliary rib, ribs become "
" shape connection; Or described auxiliary rib is seven parallel auxiliary ribs, and upper and lower two main ribs are divided equally into six parts, every part has two ribs, and two ribs of every part are interconnection, described main rib, auxiliary rib, ribs become "
" shape connection.
Above-mentioned arbitrary scheme preferably, with bolts by gusset plate between described main rib, auxiliary rib and ribs, fastener and or being welded to connect.
Preferably, described corner protector is L-type to above-mentioned arbitrary scheme.
Preferably, described panel is connected by self-tapping screw and/or bonded adhesives with wallboard steel frame above-mentioned arbitrary scheme.
Preferably, described self-tapping screw spacing is 200mm to the maximum to above-mentioned arbitrary scheme.
Above-mentioned arbitrary scheme preferably, is provided with antidetonation junction plate on described main rib.
Preferably, described antidetonation junction plate length is 100-200mm to above-mentioned arbitrary scheme, and width is for being less than integral prefabricated wall panel thickness 5-10mm; Interval 1-1.5 rice between adjacent two antidetonation junction plates.
Preferably, described insulation layer thickness is 120-300mm to above-mentioned arbitrary scheme.
Preferably, described wallboard steel frame main rib, auxiliary rib adopt C shaped steel or rectangular steel tube to above-mentioned arbitrary scheme.
Preferably, described wallboard steel frame ribs adopts C shaped steel, rectangular steel tube, reinforcing bar or steel plate to above-mentioned arbitrary scheme.While using reinforcing bar, ribs can be carried out to bolton, be beneficial to prefabricated panel overall structure stressed.
Preferably, four jiaos of described prefabricated panels are connected with corner protector to above-mentioned arbitrary scheme.The effect of corner protector is the bonding strength that improves overall steel skeleton and rest.
Preferably, four jiaos of described prefabricated panels and corner protector use clamping bolts or welded connection above-mentioned arbitrary scheme.
Preferably, described plate thickness is 18-30mm to above-mentioned arbitrary scheme.
Preferably, described panel surface is with decorative layer for above-mentioned arbitrary scheme.Panel be basic raw material sheet material or directly make the assembling of decorative pattern, striped after carry out again decoration panel top layer, or behind the direct decoration panel of factory top layer, assemble at scene.
Above-mentioned any one prefabricated panel is in the application building in exterior wall process.
A kind of external wall, comprises prefabricated panel, rest, agent structure column described in above-mentioned any one.This external wall is applicable to without the industrial premises of crane and large public building.
Such scheme preferably, is installed rest on described agent structure column; On described rest, prefabricated panel is installed, antidetonation junction plate is installed between prefabricated panel.Antidetonation junction plate plays the antidetonation connection function between every prefabricated panel on the one hand, the shearing force that links of the panel that makes on the one hand every prefabricated panel and prefabricated panel steel frame changes into by antidetonation junction plate and bearing, and has improved the safety between panel and steel frame.
Preferably, described antidetonation junction plate length is 100-200mm to above-mentioned arbitrary scheme, and width is for being less than integral prefabricated wall panel thickness 5-10mm; Interval 1-1.5 rice between adjacent two antidetonation junction plates.
Above-mentioned arbitrary scheme preferably, between described prefabricated panel and rest between adopt welding or bolt be connected.
Above-mentioned arbitrary scheme preferably, adopts and is welded to connect or bolt is connected between described rest and agent structure column.
Above-mentioned arbitrary scheme preferably, leaves the clearance gap of 15-20mm between described novel prefabricated panel, the embedded full weather-resistant glue of described clearance gap.
A kind of external wall, it comprises above-mentioned any prefabricated panel, rest, agent structure column and Assembling wallboard.This external wall is applicable to the industrial premises of crane.
In described scheme, preferably, on agent structure column, rest is installed; Prefabricated panel is installed on rest, between adjacent prefabricated panel, is left space, so that erecting bed assembling wallboard; Erecting bed assembling wallboard between prefabricated panel; Filleting processing is carried out by weather-resistant glue in space between wallboard.
Novel prefabricated panel self structure that the utility model provides is stable, durable, weight capacity is stronger, and easy to make, that wallboard is installed is convenient, is applicable to suitability for industrialized production, saves labour cost, increase work efficiency; Auxiliary rib in the utility model and ribs are to play the important support member that transmits external load, when external load transmits, be to be delivered to bottom main rib by top main rib by auxiliary rib and ribs, and then be delivered on rest, finally be delivered in agent structure, the force structure of entirety is more reasonable like this, also be convenient to the checking computations of mechanical property, improve holistic resistant behavior.Industrial premises exterior wall durability and bearing by its assembling are also stronger.
Brief description of the drawings
Fig. 1 is for the novel prefabricated panel that provides according to the utility model and by the precast wall panel structure schematic diagram of a preferred embodiment of the external wall of its assembling.
Fig. 2 is for the novel prefabricated panel that provides according to the utility model and by the assembled relation schematic diagram of the prefabricated panel internal steel skeleton of a preferred embodiment of the external wall of its assembling.
Fig. 3 for the novel prefabricated panel that provides according to the utility model and by the prefabricated panel internal steel skeleton of a preferred embodiment of the external wall of its assembling "
" shape connection layout.
Fig. 4 for the novel prefabricated panel that provides according to the utility model and by the prefabricated panel internal steel skeleton of a preferred embodiment of the external wall of its assembling "
" shape connection layout.
The form of structure schematic diagram that Fig. 5 is reinforcing bar for the novel prefabricated panel that provides according to the utility model and by the ribs of a preferred embodiment of the external wall of its assembling.
Fig. 6 for the novel prefabricated panel that provides according to the utility model and by the prefabricated panel internal steel skeleton of a preferred embodiment of the external wall of its assembling "
" shape connection layout.
Fig. 7 for the novel prefabricated panel that provides according to the utility model and by the prefabricated panel internal steel skeleton of a preferred embodiment of the external wall of its assembling "
" shape connection layout.
Fig. 8 for the novel prefabricated panel that provides according to the utility model and by the prefabricated panel internal steel skeleton of a preferred embodiment of the external wall of its assembling "
" shape connection layout.
Fig. 9 for the novel prefabricated panel that provides according to the utility model and by the prefabricated panel internal steel skeleton of a preferred embodiment of the external wall of its assembling "
" shape connection layout.
Figure 10 for the novel prefabricated panel that provides according to the utility model and by the prefabricated panel internal steel skeleton of a preferred embodiment of the external wall of its assembling "
" shape connection layout.
Figure 11 for the novel prefabricated panel that provides according to the utility model and by the prefabricated panel internal steel skeleton of a preferred embodiment of the external wall of its assembling "
" shape connection layout.
Figure 12 for the novel prefabricated panel that provides according to the utility model and by the prefabricated panel internal steel skeleton of a preferred embodiment of the external wall of its assembling "
" shape connection layout.
Figure 13 for the novel prefabricated panel that provides according to the utility model and by the prefabricated panel internal steel skeleton of a preferred embodiment of the external wall of its assembling "
" shape connection layout.
Figure 14 for the novel prefabricated panel that provides according to the utility model and by the prefabricated panel internal steel skeleton of a preferred embodiment of the external wall of its assembling "
" shape connection layout.
Figure 15 for the novel prefabricated panel that provides according to the utility model and by the prefabricated panel internal steel skeleton of a preferred embodiment of the external wall of its assembling "
" shape connection layout.
Figure 16 for the novel prefabricated panel that provides according to the utility model and by the prefabricated panel internal steel skeleton of a preferred embodiment of the external wall of its assembling "
" shape connection layout.
Figure 17 for the novel prefabricated panel that provides according to the utility model and by the prefabricated panel internal steel skeleton of a preferred embodiment of the external wall of its assembling "
" shape connection layout.
Figure 18 for the novel prefabricated panel that provides according to the utility model and by the prefabricated panel internal steel skeleton of a preferred embodiment of the external wall of its assembling "
" shape connection layout.
Figure 19 illustrates for the novel prefabricated panel that provides according to the utility model and by the rest of a preferred embodiment of the external wall of its assembling.
Figure 20 illustrates for the novel prefabricated panel that provides according to the utility model and by the installation of the prefabricated panel of a preferred embodiment of the external wall of its assembling.
Figure 21 is for the novel prefabricated panel that provides according to the utility model and by the external wall erection sequence figure a of a preferred embodiment of the external wall of its assembling.
Figure 22 is for the novel prefabricated panel that provides according to the utility model and by the external wall erection sequence figure b of a preferred embodiment of its assembling external wall.
In figure: 1-prefabricated panel, 2-main rib, the auxiliary rib of 3-, 4-ribs, 5-panel, 6-gusset plate, 7-corner protector, 8-core, 9-rest, 10-antidetonation junction plate, 11-stereochemical structure column, 12-Assembling wallboard.
Detailed description of the invention
In order further to understand technical characterictic of the present utility model, below in conjunction with specific embodiment, the utility model is at length set forth.Embodiment is only to the utlity model has exemplary effect, and do not have any restrictive effect, and the amendment of any unsubstantiality that those skilled in the art makes on basis of the present utility model, all should belong to protection domain of the present utility model.
Embodiment 1
A kind of novel prefabricated panel 1, as shown in Figure 1, comprises wallboard steel frame, and described wallboard steel frame comprises main rib 2, auxiliary rib 3 and ribs 4; Described auxiliary rib 3 is perpendicular to main rib 2, and the two ends of auxiliary rib 3 are connected with upper and lower two main ribs 2 respectively; The two ends of described ribs 4 are all connected with main rib 2, auxiliary rib 3; The both sides of described wallboard steel frame are provided with panel 5, between described panel 5, be insulation layer, described insulation layer is provided with core 8, on described main rib 2, antidetonation junction plate 10 is installed, described antidetonation junction plate 10 length are 100-200mm, and width is for being less than integral prefabricated wall panel thickness 5-10mm; Interval 1-1.5 rice between adjacent two antidetonation junction plates.
In the present embodiment, 4 one-tenth of main ribs 2, auxiliary rib 3, ribs "
" shape connection, as shown in Figure 2,3, ribs 4 is tension rod member; Auxiliary rib 3 is three parallel auxiliary ribs, and upper and lower two main ribs 2 are divided equally into two parts, and every part has 4, two ribs 4 of a ribs to form " V " word shape.
In the present embodiment, with bolts by gusset plate 6 between described main rib 2, auxiliary rib 3 and ribs 4.
In the present embodiment, described corner protector 7 is L-type.
In the present embodiment, described panel 5 connects by self-tapping screw and bonded adhesives with wallboard steel frame; Described self-tapping screw spacing is 200mm.
In the present embodiment, described insulation layer thickness is 120-300mm.
In the present embodiment, 1 four jiaos of described prefabricated panels are with bolts with corner protector 7.The effect of corner protector is the bonding strength that improves overall steel skeleton and rest.
In the present embodiment, described panel 5 thickness are 18-30mm, and panel surface is with decorative layer.
Embodiment 2
A kind of novel prefabricated panel, basic identical in this wallboard and embodiment 1, its difference is:
In the present embodiment, 4 one-tenth of main ribs 2, auxiliary rib 3, ribs "
", as shown in Figure 4, ribs 4 is tension rod member, and auxiliary rib 3 is four parallel auxiliary ribs, and upper and lower two main ribs 2 are divided equally into three parts, and every part has a ribs 4, and wherein two adjacent ribs 4 form " V " word shape, and other two adjacent ribs 4 are parallel.
In the present embodiment, wallboard steel frame main rib 2, auxiliary rib 3 adopt C shaped steel.Wallboard steel frame ribs 4 adopts reinforcing bar, as shown in Figure 5.While using reinforcing bar, can directly steel bar welding be received on gusset plate, or by reinforcing bar two ends tapping hitch, adopt bolt between two gusset plates, reinforcing bar to be carried out fastening, stretching, meet the force request of ribs 4.
Embodiment 3
A kind of novel prefabricated panel, basic identical in this wallboard and embodiment 1, its difference is:
In the present embodiment, 4 one-tenth of main ribs 2, auxiliary rib 3, ribs "
" shape connection, as shown in Figure 6; Ribs 4 is tension rod member, auxiliary rib 3 is five parallel auxiliary ribs, and upper and lower two main ribs 2 are divided equally into four parts, and every part has a ribs 4,4 one-tenth " V " word shapes of ribs that centre two is adjacent, the ribs 4 at two ends is parallel with adjacent ribs 4 respectively.
Embodiment 4
A kind of novel prefabricated panel, basic identical in this wallboard and embodiment 1, its difference is:
In the present embodiment, 4 one-tenth of main ribs 2, auxiliary rib 3, ribs "
" shape connects; as shown in Figure 7; ribs 4 be tension rod member; auxiliary rib 3 is six parallel auxiliary ribs; and upper and lower two main ribs 2 are divided equally into five parts; the ribs 4 that the ribs 4 at two ends is adjacent is respectively parallel, the ribs 4 of centre is any adjacent 4 one-tenth " V " word shape of ribs with it, parallel with its another adjacent ribs 4.
Embodiment 5
A kind of external wall, comprises prefabricated panel 1, rest 9, agent structure column 11 in embodiment 1, and the pattern of rest 9 as shown in figure 19.This external wall is applicable to the industrial premises without crane.
In the present embodiment, the mounting process of prefabricated panel 1, rest 9, agent structure column 11 as shown in figure 21, is specially: agent structure column 11 is installed; Rest 9 is installed on agent structure column 11; Prefabricated panel 1 is installed on rest 9, and the installation of prefabricated panel as shown in figure 20.
In the present embodiment, described prefabricated panel 1 adopts and is welded to connect with rest 9.
In the present embodiment, described agent structure column 11 is with bolts with rest 9.
In the present embodiment, between prefabricated panel, leave the clearance gap of 15mm, the embedded full weather-resistant glue of clearance gap.
Embodiment 6
A kind of novel prefabricated panel, basic identical in this wallboard and embodiment 1, its difference is:
In the present embodiment, 4 one-tenth of main ribs 2, auxiliary rib 3, ribs "
" shape connection, as shown in Figure 9, ribs 4 is supporting rod, and auxiliary rib 3 is three parallel auxiliary ribs, and upper and lower two main ribs 2 are divided equally into two parts, and every part has 4, two ribs 4 of a ribs to form " ∧ " shape.
In the present embodiment, between described main rib 2, auxiliary rib 3 and ribs 4, adopt fastener to connect by gusset plate 6.
In the present embodiment, described panel 5 is connected by self-tapping screw with wallboard steel frame; Described self-tapping screw spacing is 180mm.
In the present embodiment, described wallboard steel frame main rib 2, auxiliary rib 3 adopt rectangular steel tube.Described wallboard steel frame ribs 4 adopts rectangular steel tube.
In the present embodiment, 1 four jiaos of described prefabricated panels adopt welding 9 to be connected with corner protector 7.The effect of corner protector is the bonding strength that improves overall steel skeleton and rest 9.
Embodiment 7
A kind of novel prefabricated panel, basic identical in this wallboard and embodiment 1, its difference is:
In the present embodiment, 4 one-tenth of main ribs 2, auxiliary rib 3, ribs "
" shape connection, as shown in figure 10, ribs 4 is supporting rod; auxiliary rib 3 is four parallel auxiliary ribs, and upper and lower two main ribs 2 are divided equally into three parts, every part has a ribs 4; wherein 4 one-tenth " ∧ " shapes of two adjacent ribs, other two adjacent ribs 4 are parallel.
Embodiment 8
A kind of novel prefabricated panel, basic identical in this wallboard and embodiment 1, its difference is:
In the present embodiment, 4 one-tenth of main ribs 2, auxiliary rib 3, ribs "
" shape connection, as shown in figure 11, ribs 4 is supporting rod; auxiliary rib 3 is five parallel auxiliary ribs, and upper and lower two main ribs 2 are divided equally into four parts, every part has a ribs 4; 4 one-tenth " ∧ " shapes of ribs that centre two is adjacent, the ribs 4 at two ends is parallel with adjacent ribs respectively.
Embodiment 9
A kind of novel prefabricated panel, basic identical in this wallboard and embodiment 1, its difference is:
In the present embodiment, 4 one-tenth of main ribs 2, auxiliary rib 3, ribs "
" shape connects; as shown in figure 12; ribs 4 be supporting rod; auxiliary rib 3 is six parallel auxiliary ribs; and upper and lower two main ribs 2 are divided equally into five parts; the ribs that the ribs 4 at two ends is adjacent is respectively parallel, any adjacent ribs becomes " ∧ " word shape to the ribs 4 of centre with it, parallel with its another adjacent ribs 4.
Embodiment 10
A kind of external wall, is assembled by the prefabricated panel 1 in embodiment 6, antidetonation junction plate 10, rest, agent structure column 11; This external wall is applicable to the industrial premises without crane.
In the present embodiment, the mounting process of prefabricated panel 1, rest 9, agent structure column 12 is: agent structure column 12 is installed; Rest 9 is installed on agent structure column 11; Prefabricated panel 1 is installed on rest 9, is installed in prefabricated panel process at prefabricated panel steel frame and wind up main rib and another piece prefabricated panel of installing above it winds up between main rib, at interval of 1-1.5 rice, lay a block length at 100-200mm; Width is the steel plate antidetonation junction plate that is less than integral prefabricated wall panel thickness 5-10mm.This antidetonation junction plate plays the antidetonation connection function between every prefabricated panel on the one hand, the shearing force that links of the panel that makes on the one hand every prefabricated panel and prefabricated panel steel frame changes into by antidetonation junction plate and bearing, and has improved the safety between panel and steel frame.
In the present embodiment, described prefabricated panel 1 is with bolts with rest 9.
In the present embodiment, described agent structure column 11 adopts and is welded to connect with rest 9.
Embodiment 11
A kind of novel prefabricated panel, basic identical in this wallboard and embodiment 1, its difference is:
In the present embodiment, 4 one-tenth of main ribs 2, auxiliary rib 3, ribs "
" shape connection, as shown in figure 14, ribs 4 is tension rod member and supporting rod, and auxiliary rib 3 is three parallel auxiliary ribs, and upper and lower two main ribs 2 are divided equally into two parts, and every part has two ribs 4, and two ribs 4 of every part are interconnection.
Embodiment 12
A kind of novel prefabricated panel, basic identical in this wallboard and embodiment 1, its difference is:
In the present embodiment, 4 one-tenth of main ribs 2, auxiliary rib 3, ribs "
" shape connection, as shown in figure 15, ribs 4 is tension rod member and supporting rod, and auxiliary rib 3 is four parallel auxiliary ribs, and upper and lower two main ribs 2 are divided equally into three parts, and every part has two ribs 4, and two ribs 4 of every part are interconnection.
Embodiment 13
A kind of novel prefabricated panel, basic identical in this wallboard and embodiment 1, its difference is:
In the present embodiment, 4 one-tenth of main ribs 2, auxiliary rib 3, ribs "
" shape connection, as shown in figure 16, ribs 4 is tension rod member and supporting rod, and auxiliary rib 3 is five parallel auxiliary ribs, and upper and lower two main ribs 2 are divided equally into four parts, and every part has two ribs 4, and two ribs 4 of every part are interconnection.
Embodiment 14
A kind of novel prefabricated panel, basic identical in this wallboard and embodiment 1, its difference is:
In the present embodiment, 4 one-tenth of main ribs 2, auxiliary rib 3, ribs "
" shape connection, as shown in figure 17, ribs 4 is tension rod member and supporting rod, and auxiliary rib 3 is six parallel auxiliary ribs, and upper and lower two main ribs 2 are divided equally into five parts, and every part has two ribs 4, and two ribs 4 of every part are interconnection.
Embodiment 15
A kind of external wall, comprises prefabricated panel 1, rest 9, agent structure column 11, Assembling wallboard 12 in embodiment 14; This external wall is applicable to the industrial premises of crane.
In the present embodiment, the mounting process of prefabricated panel 1, rest 9, agent structure column 11, Assembling wallboard 12 as shown in figure 19, is specially: agent structure column 11 is installed; Rest 9 is installed on agent structure column 12; Prefabricated panel 1 is installed on rest 9, between adjacent prefabricated panel, is left space, so that erecting bed assembling wallboard 12; Erecting bed assembling wallboard 12 between prefabricated panel 1; Filleting processing is carried out by weather-resistant glue in space between wallboard.
In the present embodiment, described prefabricated panel 1 is with bolts with rest 9.
In the present embodiment, described agent structure column 11 adopts and is welded to connect with rest 9.
Embodiment 16
A kind of novel prefabricated panel, basic identical in this wallboard and embodiment 1, its difference is:
In the present embodiment, 4 one-tenth of main ribs 2, auxiliary rib 3, ribs "
" shape connection; as shown in Figure 8; ribs 4 is tension rod member; auxiliary rib 3 is seven parallel auxiliary ribs; and upper and lower two main ribs 2 are divided equally into six parts; every part has a ribs 4,4 one-tenth " V " word shapes of ribs that centre two is adjacent, and the ribs 4 at two ends is parallel with adjacent ribs 4 respectively.
Embodiment 17
A kind of novel prefabricated panel, basic identical in this wallboard and embodiment 1, its difference is:
In the present embodiment, 4 one-tenth of main ribs 2, auxiliary rib 3, ribs "
" shape connection, as shown in figure 13, auxiliary rib 3 is seven parallel auxiliary ribs; and upper and lower two main ribs 2 are divided equally into six parts; every part has a ribs 4,4 one-tenth " ∧ " shapes of ribs that centre two is adjacent, and the ribs 4 at two ends is parallel with adjacent ribs 4 respectively.
Embodiment 18
A kind of novel prefabricated panel, basic identical in this wallboard and embodiment 1, its difference is:
In the present embodiment, 4 one-tenth of main ribs 2, auxiliary rib 3, ribs "
" shape connection, as shown in figure 18, auxiliary rib 3 is seven parallel auxiliary ribs, and upper and lower two main ribs 2 are divided equally into six parts, and every part has two ribs 4, and two ribs 4 of every part are interconnection.
Claims (10)
1. a novel prefabricated panel, comprises wallboard steel frame, it is characterized in that, described wallboard steel frame also comprises main rib, auxiliary rib and ribs; Described auxiliary rib is perpendicular to main rib, and the two ends of auxiliary rib are connected with upper and lower two main ribs respectively; The two ends of described ribs are all connected with main rib and/or auxiliary rib; The both sides of described wallboard steel frame are provided with panel, are insulation layer between described panel, in described insulation layer, core are installed.
2. novel prefabricated panel as claimed in claim 1, is characterized in that, described ribs is tension rod member; Described auxiliary rib is three parallel auxiliary ribs, and upper and lower two main ribs are divided equally into two parts, and every part has a ribs, two ribs composition " V " word shapes; Or described auxiliary rib is four parallel auxiliary ribs, and upper and lower two main ribs are divided equally into three parts, every part has a ribs, wherein two adjacent ribs composition " V " word shapes, and other two adjacent ribs are parallel; Or described auxiliary rib is five parallel auxiliary ribs, and upper and lower two main ribs are divided equally into four parts, every part has a ribs, and middle two adjacent ribs become " V " word shape, and the ribs at two ends is parallel with adjacent ribs respectively; Or described auxiliary rib is six parallel auxiliary ribs, and upper and lower two main ribs are divided equally into five parts, the ribs that the ribs at two ends is adjacent is respectively parallel, and middle any adjacent ribs of ribs and its becomes " V " word shape, parallel with its another adjacent ribs; Or described auxiliary rib is seven parallel auxiliary ribs, and upper and lower two main ribs are divided equally into six parts, every part has a ribs, and middle two adjacent ribs become " V " word shape, and the ribs at two ends is parallel with adjacent ribs respectively.
3. novel prefabricated panel as claimed in claim 1, is characterized in that, described ribs is supporting rod; Described auxiliary rib is three parallel auxiliary ribs, and upper and lower two main ribs are divided equally into two parts, and every part has a ribs, two ribs composition " ∧ " shapes; Or described auxiliary rib is four parallel auxiliary ribs, and upper and lower two main ribs are divided equally into three parts, every part has a ribs, and wherein two adjacent ribs become " ∧ " shapes, and other two adjacent ribs are parallel; Or described auxiliary rib is five parallel auxiliary ribs, and upper and lower two main ribs are divided equally into four parts, every part has a ribs, and middle two adjacent ribs become " ∧ " shape, and the ribs at two ends is parallel with adjacent ribs respectively; Or described auxiliary rib is six parallel auxiliary ribs, and upper and lower two main ribs are divided equally into five parts, the ribs that the ribs at two ends is adjacent is respectively parallel, and middle any adjacent ribs of ribs and its becomes " ∧ " word shape, parallel with its another adjacent ribs; Or described auxiliary rib is seven parallel auxiliary ribs, and upper and lower two main ribs are divided equally into six parts, every part has a ribs, and middle two adjacent ribs become " ∧ " shape, and the ribs at two ends is parallel with adjacent ribs respectively.
4. novel prefabricated panel as claimed in claim 1, is characterized in that, described ribs is tension rod member and supporting rod; Described auxiliary rib is three parallel auxiliary ribs, and upper and lower two main ribs are divided equally into two parts, and every part has two ribs, and two ribs of every part are interconnection; Or described auxiliary rib is four parallel auxiliary ribs, and upper and lower two main ribs are divided equally into three parts, every part has two ribs, and two ribs of every part are interconnection; Or described auxiliary rib is five parallel auxiliary ribs, and upper and lower two main ribs are divided equally into four parts, every part has two ribs, and two ribs of every part are interconnection; Or described auxiliary rib is six parallel auxiliary ribs, and upper and lower two main ribs are divided equally into five parts, every part has two ribs, and two ribs of every part are interconnection; Or described auxiliary rib is seven parallel auxiliary ribs, and upper and lower two main ribs are divided equally into six parts, every part has two ribs, and two ribs of every part are interconnection.
5. novel prefabricated panel as claimed in claim 1, is characterized in that, with bolts by gusset plate between described main rib, auxiliary rib and ribs, fastener and/or be welded to connect.
6. novel prefabricated panel as claimed in claim 1, is characterized in that, four jiaos of described prefabricated panels are connected with corner protector, and described corner protector is L-type.
7. an external wall, comprises rest, agent structure column, it is characterized in that, also comprises novel prefabricated panel claimed in claim 1.
8. external wall as claimed in claim 7, is characterized in that, on described agent structure column, rest is installed; On described rest, prefabricated panel is installed, antidetonation junction plate is installed between prefabricated panel.
9. an external wall, it comprises prefabricated panel claimed in claim 1, rest, agent structure column and Assembling wallboard.
10. external wall as claimed in claim 9, is characterized in that, on agent structure column, rest is installed; Prefabricated panel is installed on rest, between adjacent prefabricated panel, is left space, so that erecting bed assembling wallboard; Erecting bed assembling wallboard between prefabricated panel; Filleting processing is carried out by weather-resistant glue in space between wallboard.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420190853.1U CN204023882U (en) | 2013-12-25 | 2014-04-18 | A kind of novel prefabricated panel and by the external wall of its assembling |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201310726320.0 | 2013-12-25 | ||
| CN201310726320 | 2013-12-25 | ||
| CN201420190853.1U CN204023882U (en) | 2013-12-25 | 2014-04-18 | A kind of novel prefabricated panel and by the external wall of its assembling |
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| CN204023882U true CN204023882U (en) | 2014-12-17 |
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| CN201420190853.1U Expired - Fee Related CN204023882U (en) | 2013-12-25 | 2014-04-18 | A kind of novel prefabricated panel and by the external wall of its assembling |
| CN201410157402.2A Active CN103938791B (en) | 2013-12-25 | 2014-04-18 | A kind of prefabricated panel and the external wall assembled by it |
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| CN201410157402.2A Active CN103938791B (en) | 2013-12-25 | 2014-04-18 | A kind of prefabricated panel and the external wall assembled by it |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN103938791A (en) * | 2013-12-25 | 2014-07-23 | 潘旭鹏 | Novel prefabricated wall plate and building external wall assembled by same |
| CN107636237A (en) * | 2015-02-18 | 2018-01-26 | 爱德华多·贺兰兹罗·德兰·谢拉 | Space structure |
| CN108049515A (en) * | 2017-12-08 | 2018-05-18 | 刘超 | It is a kind of to be used to reduce the supporting rod that building deformation caves in earthquake |
| CN113152781A (en) * | 2017-03-21 | 2021-07-23 | 潘旭鹏 | Steel skeleton light composite board |
| CN113605565A (en) * | 2021-07-23 | 2021-11-05 | 北新房屋有限公司 | Wall skeleton |
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| CN104712063A (en) * | 2015-03-18 | 2015-06-17 | 沈阳建筑大学 | Earthquake-resistant energy-dissipation connecting structure for steel joists and girders |
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| CN109736471B (en) * | 2018-12-18 | 2021-05-14 | 浙江绿筑集成科技有限公司 | Connecting structure of prefabricated outer wall cross-bar plate and manufacturing method thereof |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| JPH08260591A (en) * | 1995-03-23 | 1996-10-08 | Hiroyasu Yageta | Prefabricated wall construction and it wall frame panel |
| JP2999980B2 (en) * | 1997-06-10 | 2000-01-17 | 松本建工株式会社 | Composite panel for exterior wall used for steel frame building |
| WO2001026899A1 (en) * | 1999-10-08 | 2001-04-19 | Milwaukee Composites, Inc. | Panels utilizing a precured reinforced core and method of manufacturing the same |
| CA2615783C (en) * | 2005-07-27 | 2012-05-01 | Milwaukee Composites, Inc. | Fire retardant panel apparatus and method of making and using same |
| FR2937064B1 (en) * | 2008-10-10 | 2012-11-16 | Arcelormittal France | COMPOSITE PANEL FOR WALL AND METHOD OF MANUFACTURE. |
| CN204023882U (en) * | 2013-12-25 | 2014-12-17 | 潘旭鹏 | A kind of novel prefabricated panel and by the external wall of its assembling |
-
2014
- 2014-04-18 CN CN201420190853.1U patent/CN204023882U/en not_active Expired - Fee Related
- 2014-04-18 CN CN201410157402.2A patent/CN103938791B/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103938791A (en) * | 2013-12-25 | 2014-07-23 | 潘旭鹏 | Novel prefabricated wall plate and building external wall assembled by same |
| CN103938791B (en) * | 2013-12-25 | 2016-08-17 | 潘旭鹏 | A kind of prefabricated panel and the external wall assembled by it |
| CN107636237A (en) * | 2015-02-18 | 2018-01-26 | 爱德华多·贺兰兹罗·德兰·谢拉 | Space structure |
| CN113152781A (en) * | 2017-03-21 | 2021-07-23 | 潘旭鹏 | Steel skeleton light composite board |
| CN108049515A (en) * | 2017-12-08 | 2018-05-18 | 刘超 | It is a kind of to be used to reduce the supporting rod that building deformation caves in earthquake |
| CN113605565A (en) * | 2021-07-23 | 2021-11-05 | 北新房屋有限公司 | Wall skeleton |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103938791B (en) | 2016-08-17 |
| CN103938791A (en) | 2014-07-23 |
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