CN204081148U - Assembled wall panels - Google Patents
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- CN204081148U CN204081148U CN201420003729.XU CN201420003729U CN204081148U CN 204081148 U CN204081148 U CN 204081148U CN 201420003729 U CN201420003729 U CN 201420003729U CN 204081148 U CN204081148 U CN 204081148U
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Abstract
The utility model relates to a kind of Assembled wall panels, and described Assembled wall panels comprises: perpendicular to the horizontal reference for installation of wallboard arrange along limit location-plate; With along limit location-plate for benchmark arranges according to a basic array pitch modulus the many keel established, relative to the horizontal reference for installation of described wallboard, described each keel be vertical state row establish, the upper and lower end of described each keel is fixed; The panel of described keel two side is installed on, equal reserving gaps between each panel described in two sides in the mode that nail is fastening; Be located at the architectural surface outside panel described in two sides, fill up dilatancy caulking material in described gap and paste Cracking-proof belt, therefore, the utility model provide a kind of install location easy, intensity is high and the Assembled wall panels of waterproof.
Description
Technical field
The utility model relates to a kind of Assembled wall panels, belongs to building material technical field.
Background technology
Along with the needs of urban construction, environmental protection, at present, cast-in-place concrete structure is widely used, but this structure needs template, consumption of natural resource, contaminated environment.And along with the continuous lifting of China's living standard, labor cost also increases thereupon, find a kind of easy construction, Novel wall structure that is quick, environmental protection is the current key technology being badly in need of solving.The patent No. be 201020111597.4 Chinese patent disclose a kind of integrally assembled wallboard wall, body of wall is made up of precast assembly wallboard, horizontal reinforcement or horizontal reinforcement cage, vertical reinforcement, core grouted concrete; Vertical hole is set in wallboard, and the horizontal groove parallel with long limit is set at precast assembly wallboard end face; Vertical reinforcement is distributed in the vertical hole of wallboard, and horizontal reinforcement or horizontal reinforcement cage are distributed in the horizontal groove of precast assembly building block; At every layer of precast assembly wallboard end face, cast-in-place collar tie beam can be set; Whole prefabricated panel inserts vertical hole by the anchor bar be reserved on floor or basis and is connected with agent structure at cast-in-place core grouted concrete.The patent No. be 200610079682.5 Chinese patent disclose a kind of assembled partition board and process thereof, the method enhancing gypsum material makes the gypsum wall column of whole face wall body, adopts gypsum plank compound to connect respectively in column both sides; Or one side adopts bar shaped gypsum round-hole partition wall board, another side adopts gypsum plank, adopts the form that screw connects and gypsum adhesives is bonding, gypsum plank or bar shaped gypsum round-hole partition wall board and gypsum wall column are connected in one completely, middle cavity position, adopts sound insulation materials to fill.The wallboard of above-mentioned prior art can not solve installs that location is easy, intensity is high and the problem such as partition board is water-fast.
Utility model content
The purpose of this utility model is to solve the technological deficiency existed in above-mentioned Assembled wall panels, provide a kind of install location easy, intensity is high and the Assembled wall panels of waterproof, the technical solution adopted in the utility model is as follows:
A kind of Assembled wall panels, described wallboard comprises: perpendicular to the horizontal reference for installation of wallboard arrange along limit location-plate; With along limit location-plate for benchmark establishes many keel according to a basic array pitch modulus row, relative to the horizontal reference for installation of described wallboard, described each keel be that vertical state is arranged and established, and the upper and lower end of described each keel is fixed; The panel of described keel two side is installed to, equal reserving gaps between each panel described in two sides in the mode that nail is fastening; Be located at the architectural surface outside panel described in two sides, fill up dilatancy caulking material in described gap and paste Cracking-proof belt.
In above-mentioned either a program preferably, the horizontal reference for installation of described wallboard by be located at top side, wallboard installation position along top location-plate and be located at forming along ground location-plate of bottom side, wallboard installation position, described along top location-plate, along ground location-plate and describedly adopt steel nail or stainless steel nail to be separately fixed at as on the floor of major structure of construction, beam and column along limit location-plate.
In above-mentioned either a program preferably, described along top location-plate, two ends up and down that can be respectively used to fixing described keel along ground location-plate.
In above-mentioned either a program preferably, described keel are shapes is elongate body shape, cross section is the inorganic keel of rectangle.
In above-mentioned either a program preferably, described keel are the inorganic keels of the lengthening formed by two sections Keel butt joint by spreading backboard, and described two sections keel cut into the identical elongate body shape of shape by glass magnesium plate and cross section is rectangle.
In above-mentioned either a program preferably, described keel spreading backboard is cut by the glass magnesium plate of thickness >=20mm or other inorganic plates and forms, the thickness of the length >=keel 2 times of described keel spreading backboard, and rupture strength is greater than 12Mpa.
In above-mentioned either a program preferably, described keel are the one whole inorganic keels cut by glass magnesium plate.
In above-mentioned either a program preferably, described keel are the inorganic keels be made up of modified cement goods or modified gypsum goods.
In above-mentioned either a program preferably, the basic array pitch modulus of described keel can be changed according to the height of body of wall and thickness.
In above-mentioned either a program preferably, as body of wall height H≤3m or 3m < H≤3.3m and thickness of wall body > 150mm time, described basic array pitch modulus can be set to 600mm.
In above-mentioned either a program preferably, as body of wall height 3m < H≤3.3m or 3.3m < H≤4m and thickness of wall body > 150mm time, described basic array pitch modulus can be set to 400mm.
In above-mentioned either a program preferably, when body of wall height 3m < H≤3.3m or 3.3 < H≤4 and thickness of wall body > 120mm time, described basic array pitch modulus can be set to 300mm.
In above-mentioned either a program preferably, the thickness of described keel is relevant to the thickness of thickness of wall body, the thickness being installed on described keel two side faces plate and architectural surface.
In above-mentioned either a program preferably, the width >=50mm of keel is made so that after two pieces of adjacent panels leave 5-10mm gap on same keel, connect by nail.
In above-mentioned either a program preferably, described keel upper and lower end is respectively fixed to described along top location-plate, ground, described edge location-plate by keel connecting member, in each junction of described upper and lower end and described keel connecting member, one end of described keel connecting member leans against the side portion of described keel, beats nail and fix after making the two at right angles fit.
In above-mentioned either a program preferably, described keel connecting member is cut by the glass magnesium plate of thickness >=20mm or other inorganic plates and forms, and rupture strength is greater than 12Mpa.
In above-mentioned either a program preferably, the thickness of the width≤inorganic keel of described keel connecting member.
In above-mentioned either a program preferably, described keel adopt steel frame, and described steel frame adopts that wall thickness is not less than 2.5mm, material is A3 steel or wall thickness≤1mm, material are that the C-type steel of galvanized steel or square steel pipe are made, or adopts lightgage steel joist to make.
In above-mentioned either a program preferably, two ends up and down of described steel frame are by weld or rise bolt or chemical anchor bolts are directly fixed in agent structure.
In above-mentioned either a program preferably, described keel adopt double-plate keel, described double-plate keel is made up of inorganic keel and steel frame, described inorganic keel and steel frame are had identical width and are linked together by nail or thread tapping, and both thickness sums are the thickness of described keel, described width is not less than 50mm.
In above-mentioned either a program preferably, described steel frame adopts that wall thickness is not less than 2.5mm, material is A3 steel or wall thickness≤1mm, material are that the C-type steel of galvanized steel or square steel pipe are made, or adopts lightgage steel joist to make.
In above-mentioned either a program preferably, described inorganic keel is cut by glass magnesium plate and makes, or by cement, other inorganic composite materials of gypsum are made.
In above-mentioned either a program preferably, described keel are double-plate keel, described double-plate keel is made up of inorganic keel, steel frame and two connection panels, and described inorganic keel is had same widths with described steel frame and linked together by the described panel that is connected.
In above-mentioned either a program preferably, described steel frame adopts that wall thickness is not less than 2.5mm, material is A3 steel or wall thickness≤1mm, material are that the C-type steel of galvanized steel or square steel pipe are made, or adopts lightgage steel joist to make.
In above-mentioned either a program preferably, described inorganic keel is cut by glass magnesium plate and makes, or is made up of cement or gypsum inorganic composite materials, and described inorganic keel is elongate body shape, and cross section is rectangle.
In above-mentioned either a program preferably, described connection panel is made up of inorganic material, and thickness is 10-30mm.
In above-mentioned either a program preferably, when combining described keel, make described inorganic keel and described steel frame along respective thickness direction near and width be disposed aligned, again by described two connect panels abut in respectively restriction described inorganic keel and described steel frame two side faces on, then thread tapping or nail fastening.
In above-mentioned either a program preferably, steel frame and inorganic keel interval can be adopted to arrange.
In above-mentioned either a program preferably, described panel is water-fast plate or splash guard.
In above-mentioned either a program preferably, the sheet material double face of described panel is compounded with glass.
In above-mentioned either a program preferably, described panel lateral arrangement, gap between each panel is divided into transverse slot and vertical gap, and the lateral alternate ground, vertical gap of vertically adjacent described panel is arranged, the transverse slot of the described panel that described transverse direction is adjacent communicates with each other.
In above-mentioned either a program preferably, described vertical gap is equal with the width of described transverse slot, and described width is 8-12mm.
In above-mentioned either a program preferably, described Cracking-proof belt width must not be less than 50mm.
In above-mentioned either a program preferably, described Cracking-proof belt selects dacron or Bai Shibu.
In above-mentioned either a program preferably, the space can filling functional material is formed between described keel and described panel.
In above-mentioned either a program preferably, described functional material can be heat insulating material or sound insulation materials.
Compared with prior art, the utility model has the following advantages: 1, inorganic keel has higher intensity, toughness and good holds nail performance, its rupture strength is greater than 12Mpa, when comparable size, the intensity of inorganic keel is 2-5 times of lightgage steel joist, nail-holding ability is not less than 200N, and therefore, keel serve in sectioned wall structure that to transmit panel stressed and firmly hold with a firm grip and connect the effect of nail; 2, inorganic keel of the present utility model connects by nail, connected mode simple and fast, time saving and energy saving, production efficiency increase substantially, reduce further body of wall manufacturing cost, traditional lightgage steel joist then needs to be connected by screw, 1/3rd of nail connection that efficiency is not enough; 3, inorganic keel of the present utility model can use glass magnesium lath to cut according to different thickness of wall body to form, and the ability adapting to thickness of wall body change is comparatively strong, and traditional lightgage steel joist to be scale produce, be difficult to the needs adapting to thickness of wall body change; 4, the utility model adopts inorganic keel and steel frame is intervally arranged or directly all adopt steel frame to substitute inorganic keel, some specific demands or occasion can be tackled, such as: body of wall relative thickness dimensions is less and highly more than 3.5-4.5 rice or the more high special circumstances of side direction shock resistance load requirement; 5, the double-plate keel of the keel of the utility model thickness of adopting inorganic keel polishing steel frame to differ from, steel frame gauge add double face slab (containing finish coat thickness) thickness of wall body cannot be reached time, adopt the gauge that inorganic keel polishing steel frame differs from, so both can meet the wall inclination requirement of different-thickness, shock resistance and the side direction ant wind load of body of wall can have been improved again; 6, panel of the present utility model have employed water-fast plate, the two sides of described water-fast plate is compounded with glass, compared with traditional gypsum plank, there is waterproof, water-fast, weight saving, anti-folding, compressive strength advantages of higher, wherein the impact strength of water-fast plate improves 1-1.5 doubly than gypsum plank, and tensile strength improves 2-3 doubly.
In the Assembled wall panels that the utility model provides, keel are shaping and install simple, outer thick china is water-fast, shock resistance strong, can meet thickness of wall body requirement, the problem such as wallboard shock resistance, the be full of cracks of preventing board face also can be made simultaneously to be resolved after Assembled wall panels lays architectural surface outward.
The Assembled wall panels that the utility model provides not only is applicable to internal partition wall but also be applicable to exterior wall.
Accompanying drawing explanation
Fig. 1 is the assembled phantom drawing representing the utility model Assembled wall panels;
Fig. 2 is the phantom drawing of the keel representing the utility model first embodiment;
Fig. 3 is the phantom drawing of the keel representing the utility model second embodiment;
Fig. 4 is the phantom drawing of the keel representing the utility model the 3rd embodiment;
Fig. 5 is the phantom drawing of the keel representing the utility model the 4th embodiment.
Detailed description of the invention
In order to understand the utility model better, below in conjunction with specific embodiment, the utility model is elaborated.But, obviously can carry out different modification and remodeling to the utility model and not exceed the wider spirit and scope of the utility model of appended claims.Therefore, following examples have exemplary and hard-core implication.
Embodiment 1
Fig. 1 is the assembled phantom drawing representing the utility model Assembled wall panels, and Fig. 2 is the phantom drawing of the keel representing the utility model first embodiment.Assembled wall panels shown in Fig. 1 is internal partition wall, described wallboard comprises: what arrange along horizontal location reference line is positioned at top, the edge location-plate 2 of top side, body of wall installation position and is positioned at ground, the edge location-plate 2 ' of bottom side, body of wall installation position, described two location-plates be arranged in parallel and constitute the horizontal reference for installation of wallboard, and perpendicular to described horizontal datum arrange along limit location-plate, adopt steel nail or stainless steel nail to be separately fixed at as on the floor of major structure of construction, beam and column along top location-plate 2 with along ground location-plate 2 ' and along limit location-plate, to arrange for benchmark the many keel 1 established along limit location-plate according to basic array pitch modulus, relative to the horizontal reference for installation of described wallboard, described each keel 1 are established in vertical state row, the two ends up and down of keel 1 length direction are pushed up location-plate 2 respectively by keel connecting member 4 and are connected along ground location-plate 2 ' with edge, that is, each keel 1 perpendicular to along top location-plate 2, to erect between described two location-plates along location-plate 2 ' ground, ground and to realize the connection with described location-plate by keel connecting member 4, described two location-plates are identical with the width of keel 1, described wallboard also comprises the multiple panels 3 being installed to keel 1 side, described panel can be water-fast plate, and be installed to multiple panels 3 of keel 1 opposite side, being formed between both sides panel 3 can packing space, functional material can be filled in described space, such as sound insulation materials, heat-barrier material, etc., panel 3 is adjacent to keel 1 and is connected with keel 1 by nail, gap is reserved with between each panel 3, transversely be called transverse slot, vertically be called vertical gap, as shown in Figure 1, the lateral alternate ground, vertical gap of vertically adjacent panel 3 is arranged, align connection in transverse slot in respective row, described vertical gap is equal with the width of described transverse slot, be 8-12mm.Reserving gaps dilatancy caulking material between each panel 3 fills up compacting, and in addition, the outside of both sides panel 3 adopts the mode of secondary blade coating flexible putty to be also equipped with architectural surface 5, with the trickle slight crack avoiding surface of wall to be less than below 0.5mm.
The keel 1 of the present embodiment adopt inorganic keel, and these keel can be one whole keel, and the glass magnesium buttress that can be not less than 50mm by such as thickness cuts according to different thickness of wall body and forms, and also can be made up of modified cement goods or modified gypsum goods; Keel 1 also can be spliced by two sections of keel add long keel, the making of every section of keel is select the glass magnesium buttress of specific thickness to cut according to different thickness of wall body to form equally.
As shown in Figure 1, keel 1 are the inorganic keels of the lengthening formed by two sections Keel butt joint by spreading backboard, described two sections keel cut into the identical elongate body shape of shape by glass magnesium plate and cross section is rectangle, namely, arbitrary cross section along keel length direction is rectangle, keel spreading backboard is cut by the glass magnesium plate of thickness >=20mm or other inorganic plates and forms, and the length of keel spreading backboard is more than or equal to the thickness of keel 1 two times, and rupture strength is greater than 12Mpa.Width >=the 50mm of keel is so that after two pieces of adjacent panels 3 leave 5-10mm gap on same keel, connect, and break in unlikely panel corner by nail.The width of keel 1 is not less than 50mm, thickness depends on body of wall and be arranged on the thickness of the panel on described keel, by national regulations, thickness of wall body is 100,120,150,200 and 240mm respectively, when adopting thickness to be the panel 3 of 18mm, the thickness of keel 1 correspondence is 60,80,160,200mm.During cutting keel, preferably keel edge is cropped neat and length is consistent.Keel 1 are connected to along when location-plate 2 ' is upper with pushing up location-plate 2 and edge by keel connecting member 4, the length of keel connecting member 4 is more preferably greater than equaling 2 times of keel 1 width, when keel siding is 50mm, the length of preferred keel connecting member 4 is 100mm, thickness is 30mm.Keel 1 are spliced by two keel, both can make the extended length of keel, are convenient to again transport.Inorganic keel has higher intensity, toughness and good holds nail performance, and its rupture strength is greater than 12Mpa, and nail-holding ability is not less than 200N, and therefore, keel 1 serve in Assembled wall panels structure that to transmit panel stressed and firmly hold with a firm grip and connect the effect of nail.
In the Assembled wall panels of the present embodiment, when choice for use one whole inorganic keel is used as keel 1, except the selection of length, the making of described keel and cross sectional shape are identical with the above-mentioned two sections keel added in long keel.
As mentioned above, keel 1 are to carry out arranging establishing according to basic array pitch modulus along limit location-plate for benchmark, the basic array pitch modulus of described keel 1 can be 600mm, 400mm or 300mm, the utility model has carried out great many of experiments, find the body of wall height H according to the utility model Assembled wall panels, thickness of wall body changes the basic array pitch modulus of described keel, the supporting capacity of sectioned wall can be improved, especially shock resistance, specifically see table 1, table 1 is that body of wall impact resistance experimental data of the present utility model is preferably shown, it illustrates body of wall impact resistance of the present utility model experiment preference data, keel spacing in table 1 is also referred to as the basic array pitch modulus of keel, as table:
Table 1 (body of wall impact resistance experimental data is preferably shown)
Note: see impact resistance experimental technique in standard GB/T/T 19631-2005 " light-weight multi-hole partition wall batten ", 30kg sand pocket 0.5m drop body of wall impacts 5 times, ash wall body plate face free from flaw.
Preferably show according to body of wall impact resistance experimental data of the present utility model:
As body of wall height H≤3m or 3m < H≤3.3m and thickness of wall body > 150mm time, described basic array pitch modulus can be set to 600mm;
As body of wall height 3m < H≤3.3m or 3.3m < H≤4m and thickness of wall body > 150mm time, described basic array pitch modulus can be set to 400mm;
As body of wall height 3m < H≤3.3m or 3.3m < H≤4m and thickness of wall body > 120mm time, described basic array pitch modulus can be set to 300mm.
By keel 1 according to selected array pitch modulus carry out row establish time, the spacing of keel 1 must not be greater than above-mentioned basic module, as illustrated in fig. 1, when connecting the upper end of keel 1, one end of keel connecting member 4 length direction is leaned against the upper end sidepiece of keel 1 to make the two at right angles configuration, then beating nail carries out fastening, keel connecting member 4 surface is upward fitted in the soffit along top location-plate 2, then nail is beaten fastening, when connecting the lower end of keel 1, one end of keel connecting member 4 length direction is leaned against the lower end sidepiece of keel 1 to make the two at right angles configuration, then beating nail carries out fastening, keel connecting member 4 surface is down fitted in the upper surface along ground location-plate 2 ', then nail is beaten fastening, the specification of nail is preferably M50,
According to the preferred embodiment that the utility model is above-mentioned, body of wall height≤3m, and thickness of wall body >=100mm; And body of wall height≤3.3m, and thickness of wall body >=120mm; Or body of wall height is at 3.3-4m, and during thickness of wall body >=150mm, wall body keel preferably all adopts inorganic keel.
In the Assembled wall panels of the present embodiment, when choice for use one whole inorganic keel is used as keel 1, except the selection of length, the making of described keel and cross sectional shape are identical with the above-mentioned two sections keel added in long keel.
In Assembled wall panels, the length of each keel 1 can be set to isometric according to the height of wallboard to be assembled, and when offering door, window etc., the keel length of corresponding site sets on request.
Panel 3 shape is preferably rectangle, and size can be 1200 × 2400mm, and plate thickness is 18mm, can certainly select the panel of other setting sizes.Water-fast plate as panel is primary raw material with desulfurated plaster, slag powders, 325# cement, mixes appropriate saw foam or perlite again, makes its upper and lower surface coated with glass fiber reticular cloth or special kiss-coating glass and through roll-forming.The water-fast plate 3 of two-sided composite glass fiber of the present utility model has waterproof or water-fast, weight saving, anti-folding, the advantage that excellent in cushion effect, air shrinkage value is little compared with traditional gypsum plank, calcium silicate board, air shrinkage value is only 0.24mm/m, suitable with gypsum plank, 60-70% lower than calcium silicate board.The two-sided composite glass fiber of sheet material can increase anti-folding, the impact strength of described sheet material, and the molded described sheet material of grooved leather belt roller can improve processing characteristics.When an assembled facing-wall board, usually need polylith panel, the best lateral arrangement of described panel, that is, when each water-fast plate 3 is labelled to keel 1, the longer sides of its rectangle is transversely arranged.Will reserve the gap of 8-12mm between the sheet material of described each water-fast plate 3 and sheet material, described gap for filling dilatancy caulking material, thus reaches the object do not chapped on assembled rear board surface.
Embodiment 2
As different from Example 1, as shown in Figure 3, described keel are steel joist, and the steel frame 21 as steel joist adopts that wall thickness is not less than 2.5mm, material is A3 steel or wall thickness≤1mm, material are that the C-type steel of galvanized steel or square steel pipe are made.When installing described steel frame 21, can according to the reference line set on the body construction in advance, by two ends up and down of steel frame 21 by weld or rise bolt or chemical anchor bolts are directly fixed in agent structure.As assembled body of wall height H > 3m, described basic array pitch modulus can be set to 600mm; As body of wall height H > 4.2-4.5m, described basic array pitch modulus can be set to 400mm.
Specification due to steel joist needs customization, and therefore, from the viewpoint of the compliance changed thickness of wall body, it is inferior to inorganic keel.And steel joist soundproof effect is also poor than inorganic keel.The connection of steel joist and not shown agent structure can take welding manner, also can be fixed in agent structure by rise bolt or chemical anchor bolts, instead of as inorganic keel, be fixed on location-plate, the preferred nail of connection of panel and steel joist connects, and self-tapping screw also can be adopted to connect.Two kinds of connected modes are compared, and nail connection speed is fast, efficiency is high, cost of labor is low, are all several times of self-drilling connection, and when nail connects, large, the connectivity robustness of fastening point density and stability are better than screw and connect.
Embodiment 3
As different from Example 1, as shown in Figure 4, described keel are double-plate keel, and described double-plate keel is made up of with steel frame 31a inorganic keel 31, and inorganic keel 31 and described steel frame 31a have identical width.Inorganic keel 31 is cut by glass magnesium plate and makes, also can be made up of cement or gypsum inorganic composite materials, steel frame 31a adopts that wall thickness is not less than 2.5mm, material is A3 steel or wall thickness≤1mm, material are that the C-type steel of galvanized steel or square steel pipe are made, and inorganic keel 31 is connected by nail or thread tapping with steel frame 31a.The thickness of described double-plate keel depends on the thickness of inorganic keel 31 and steel frame 31a, the thickness of steel frame is determined by the specification of C-type steel or square steel pipe, square steel pipe dimensions is generally: 40 × 60mm, 40 × 80mm, 60 × 80mm, 50 × 50mm, 50 × 100mm, 60 × 120mm, 100 × 200mm equal-specification, its size is customization, but inorganic keel then can cut out the size of needs easily, therefore, steel frame gauge add double face slab (containing finish coat thickness) thickness of wall body cannot be reached time, adopt the gauge that inorganic keel polishing steel frame differs from.Steel frame and inorganic keel combine the compliance that effectively can improve keel and change thickness of wall body, and described double-plate keel is also better than steel joist in intensity, body of wall soundproof effect.As assembled body of wall height H > 3m, described basic array pitch modulus can be set to 600mm; As body of wall height H > 4.2-4.5m, described basic array pitch modulus can be set to 400mm.
Embodiment 4
As different from Example 1, as shown in Figure 5, described double-plate keel is connected panel 46 formed by inorganic keel 41, steel frame 41a and two, connects panel 46 for connecting the inorganic keel 41 and steel frame 41a with same widths.Steel frame 41a is not less than the C-type steel of 2.5mm by wall thickness or square steel pipe is formed, steel are A3 steel, inorganic keel 41 is cut by glass magnesium plate and makes, also can be made up of cement or gypsum inorganic composite materials, described inorganic keel 41 is roughly in elongate body shape, arbitrary cross section along described keel length direction is rectangle, and connect panel 46 and be made up of glass magnesium plate, thickness is preferably 20mm.When combining described keel, make inorganic keel 41 and steel frame 41a along respective thickness direction near and width be disposed aligned, connect panels 46 by two again to abut on the two side faces of the width of restriction inorganic keel 41 and steel frame 41a, then beat nail or thread tapping is fastening.The thickness of inorganic keel 41 and the thickness of steel frame 41a together constitute the thickness of described double-plate keel.As assembled body of wall height H > 3m, described basic array pitch modulus can be set to 600mm; As body of wall height H > 4.2-4.5m, described basic array pitch modulus can be set to 400mm.
Embodiment 5
As different from Example 1, body of wall height is more than 4m, and adopt inorganic keel and steel frame to be spaced pattern, inorganic keel inorganic keel 1 as shown in Figure 2, steel frame is steel frame 21 as shown in Figure 3.
Claims (37)
1. an Assembled wall panels, is characterized in that, described wallboard comprises: perpendicular to the horizontal reference for installation of wallboard arrange along limit location-plate; With along limit location-plate for benchmark arranges according to a basic array pitch modulus the many keel (1) established, relative to the horizontal reference for installation of described wallboard, in vertical state, row establishes described each keel (1), and the upper and lower end of described each keel (1) is fixed; The panel (3) of described keel (1) two side is installed on, equal reserving gaps between each panel (3) described in two sides in the mode that nail is fastening; Be located at the architectural surface (5) of panel (3) outside described in two sides, fill up dilatancy caulking material in described gap and paste Cracking-proof belt.
2. Assembled wall panels as claimed in claim 1, it is characterized in that, the horizontal reference for installation of described wallboard by be located at top side, wallboard installation position along top location-plate (2) and be located at forming along ground location-plate (2 ') of bottom side, wallboard installation position, described along top location-plate (2), along location-plate (2 ') and to be describedly separately fixed at as on the floor of major structure of construction, beam and column along limit location-plate employing steel nail or stainless steel nail.
3. Assembled wall panels as claimed in claim 2, is characterized in that, described along pushing up location-plate (2), can being respectively used to two ends up and down of fixing described keel (1) along ground location-plate (2 ').
4. Assembled wall panels as claimed in claim 1, is characterized in that, described keel (1) are shapes is elongate body shape, cross section is the inorganic keel of rectangle.
5. Assembled wall panels as claimed in claim 4, it is characterized in that, described keel (1) are the inorganic keels of the lengthening formed by two sections Keel butt joint by spreading backboard, and described two sections keel cut into the identical elongate body shape of shape by glass magnesium plate and cross section is rectangle.
6. Assembled wall panels as claimed in claim 5, it is characterized in that, described keel spreading backboard is cut by the glass magnesium plate of thickness >=20mm or inorganic plate and forms, the thickness of the length >=keel (1) 2 times of described keel spreading backboard, and rupture strength is greater than 12Mpa.
7. Assembled wall panels as claimed in claim 4, it is characterized in that, described keel (1) are the one whole inorganic keels cut by glass magnesium plate.
8. Assembled wall panels as claimed in claim 4, it is characterized in that, described keel (1) are the inorganic keels be made up of modified cement goods or modified gypsum goods.
9. the Assembled wall panels as described in one of claim 4,5,7,8, is characterized in that, can change the basic array pitch modulus of described keel (1) according to the height of body of wall (H) and thickness.
10. Assembled wall panels as claimed in claim 9, is characterized in that, as body of wall height H≤3m or 3m < H≤3.3m and thickness of wall body > 150mm time, described basic array pitch modulus can be set to 600mm.
11. Assembled wall panels as claimed in claim 9, it is characterized in that, as body of wall height 3m < H≤3.3m or 3.3m < H≤4m and thickness of wall body > 150mm time, described basic array pitch modulus can be set to 400mm.
12. Assembled wall panels as claimed in claim 9, it is characterized in that, as body of wall height 3m < H≤3.3m or 3.3m < H≤4m and thickness of wall body > 120mm time, described basic array pitch modulus can be set to 300mm.
13. Assembled wall panels as described in one of claim 4,5,7,8, it is characterized in that, the thickness of described keel (1) is relevant to the thickness of thickness of wall body, the thickness being installed on described keel (1) two side faces plate (3) and architectural surface.
14. Assembled wall panels as described in one of claim 4,5,7,8, is characterized in that, make the width >=50mm of keel (1) so that after two pieces of adjacent panels (3) leave 5-10mm gap on same keel (1), connect by nail.
15. Assembled wall panels as claimed in claim 3, it is characterized in that, described keel (1) upper and lower end is respectively fixed to described along pushing up location-plate (2), described ground location-plate, edge (2 ') by keel connecting member (4), in each junction of described upper and lower end and described keel connecting member (4), one end of described keel connecting member (4) leans against the side portion of described keel (1), beats nail and fix after making the two at right angles fit.
16. Assembled wall panels as claimed in claim 15, is characterized in that, described keel connecting member (4) is cut by the glass magnesium plate of thickness >=20mm or inorganic plate and forms, and rupture strength is greater than 12Mpa.
17. Assembled wall panels as claimed in claim 15, is characterized in that, the thickness of the width≤inorganic keel of described keel connecting member (4).
18. Assembled wall panels as claimed in claim 1, is characterized in that, described keel (1) adopt steel frame.
19. Assembled wall panels as claimed in claim 18, is characterized in that, described steel frame adopts that wall thickness is not less than 2.5mm, material is A3 steel or wall thickness≤1mm, material are that the C-type steel of galvanized steel or square steel pipe are made, or adopts lightgage steel joist to make.
20. Assembled wall panels as described in claim 18 or 19, is characterized in that, two ends up and down of described steel frame are by weld or rise bolt or chemical anchor bolts are directly fixed in agent structure.
21. Assembled wall panels as claimed in claim 1, it is characterized in that, described keel (1) adopt double-plate keel, described double-plate keel is made up of inorganic keel (31) and steel frame (31a), described inorganic keel (31) and steel frame (31a) are had identical width and are linked together by nail or thread tapping, and both thickness sums are the thickness of described keel (1), described width is not less than 50mm.
22. Assembled wall panels as claimed in claim 21, it is characterized in that, described steel frame (31a) adopts that wall thickness is not less than 2.5mm, material is A3 steel or wall thickness≤1mm, material are that the C-type steel of galvanized steel or square steel pipe are made, or adopts lightgage steel joist to make.
23. Assembled wall panels as claimed in claim 21, is characterized in that, described inorganic keel (31) is cut by glass magnesium plate and makes, or by cement, gypsum inorganic composite materials is made.
24. Assembled wall panels as claimed in claim 1, it is characterized in that, described keel (1) are double-plate keel, described double-plate keel is made up of inorganic keel (41), steel frame (41a) and two connections panel (46), and described inorganic keel (41) is had same widths with described steel frame (41a) and linked together by the described panel (46) that is connected.
25. Assembled wall panels as claimed in claim 24, it is characterized in that, described steel frame (41a) adopts that wall thickness is not less than 2.5mm, material is A3 steel or wall thickness≤1mm, material are that the C-type steel of galvanized steel or square steel pipe are made, or adopts lightgage steel joist to make.
26. Assembled wall panels as claimed in claim 24, it is characterized in that, described inorganic keel (41) is cut by glass magnesium plate and makes, or is made up of cement or gypsum inorganic composite materials, described inorganic keel (41) is in elongate body shape, and cross section is rectangle.
27. Assembled wall panels as claimed in claim 24, is characterized in that, described connection panel (46) is made up of inorganic material, and thickness is 10-30mm.
28. Assembled wall panels as claimed in claim 24, it is characterized in that, when combining described keel, make described inorganic keel (41) and described steel frame (41a) along respective thickness direction near and width be disposed aligned, again by described two connect panel (46) abut in respectively restriction described inorganic keel (41) and described steel frame (41a) two side faces on, then thread tapping or nail fastening.
29. Assembled wall panels as claimed in claim 1, is characterized in that, steel frame and inorganic keel interval can be adopted to arrange.
30. Assembled wall panels as claimed in claim 1, is characterized in that, described panel (3) is water-fast plate or splash guard.
31. Assembled wall panels as claimed in claim 30, it is characterized in that, the sheet material double face of described panel (3) is compounded with glass.
32. Assembled wall panels as claimed in claim 1, it is characterized in that, described panel (3) lateral arrangement, gap between each panel (3) is divided into transverse slot and vertical gap, the lateral alternate ground, vertical gap of vertically adjacent described panel (3) is arranged, the transverse slot of the described panel (3) that described transverse direction is adjacent communicates with each other.
33. Assembled wall panels as claimed in claim 32, it is characterized in that, described vertical gap is equal with the width of described transverse slot, and described width is 8-12mm.
34. Assembled wall panels as claimed in claim 1, it is characterized in that, described Cracking-proof belt width must not be less than 50mm.
35. Assembled wall panels as claimed in claim 34, it is characterized in that, described Cracking-proof belt selects dacron or Bai Shibu.
36. Assembled wall panels as claimed in claim 1, is characterized in that, form the space can filling functional material between described keel (1) and described panel (3).
37. Assembled wall panels as claimed in claim 36, it is characterized in that, described functional material can be heat insulating material or sound insulation materials.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420003729.XU CN204081148U (en) | 2014-01-03 | 2014-01-03 | Assembled wall panels |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420003729.XU CN204081148U (en) | 2014-01-03 | 2014-01-03 | Assembled wall panels |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204081148U true CN204081148U (en) | 2015-01-07 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420003729.XU Expired - Fee Related CN204081148U (en) | 2014-01-03 | 2014-01-03 | Assembled wall panels |
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| Country | Link |
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| CN (1) | CN204081148U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103711236A (en) * | 2013-08-19 | 2014-04-09 | 潘旭鹏 | Assembly type wallboard and installation method thereof |
| CN107100297A (en) * | 2017-06-14 | 2017-08-29 | 马林 | Wallboard localization method and wallboard install positioning component |
| CN112502379A (en) * | 2020-11-18 | 2021-03-16 | 金螳螂精装科技（苏州）有限公司 | Anticorrosive treatment's modular wall fossil fragments mounting structure |
| CN114575498A (en) * | 2022-02-16 | 2022-06-03 | 北新集团建材股份有限公司 | Support keel and combined keel |
| CN114635519A (en) * | 2022-02-16 | 2022-06-17 | 北新集团建材股份有限公司 | Wall unit and wall |
-
2014
- 2014-01-03 CN CN201420003729.XU patent/CN204081148U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103711236A (en) * | 2013-08-19 | 2014-04-09 | 潘旭鹏 | Assembly type wallboard and installation method thereof |
| CN103711236B (en) * | 2013-08-19 | 2016-10-26 | 包头市兼强轻型板业有限责任公司 | Assembled wall panels and installation method thereof |
| CN107100297A (en) * | 2017-06-14 | 2017-08-29 | 马林 | Wallboard localization method and wallboard install positioning component |
| CN107100297B (en) * | 2017-06-14 | 2023-06-30 | 北京集简筑成科技有限公司 | Wallboard positioning method and wallboard mounting positioning assembly |
| CN112502379A (en) * | 2020-11-18 | 2021-03-16 | 金螳螂精装科技（苏州）有限公司 | Anticorrosive treatment's modular wall fossil fragments mounting structure |
| CN114575498A (en) * | 2022-02-16 | 2022-06-03 | 北新集团建材股份有限公司 | Support keel and combined keel |
| CN114635519A (en) * | 2022-02-16 | 2022-06-17 | 北新集团建材股份有限公司 | Wall unit and wall |
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| C14 | Grant of patent or utility model | ||
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| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150107 Termination date: 20170103 |