CN104453137A - Cold-bridge-free composite ceramic plate and manufacturing and using method thereof - Google Patents
Cold-bridge-free composite ceramic plate and manufacturing and using method thereof Download PDFInfo
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- CN104453137A CN104453137A CN201310428659.2A CN201310428659A CN104453137A CN 104453137 A CN104453137 A CN 104453137A CN 201310428659 A CN201310428659 A CN 201310428659A CN 104453137 A CN104453137 A CN 104453137A
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- 239000002131 composite material Substances 0.000 title claims abstract description 133
- 238000000034 method Methods 0.000 title claims abstract description 30
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 11
- 239000000919 ceramic Substances 0.000 title abstract 9
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 84
- 239000010959 steel Substances 0.000 claims abstract description 84
- 239000004567 concrete Substances 0.000 claims abstract description 38
- 239000000463 material Substances 0.000 claims abstract description 29
- 238000005728 strengthening Methods 0.000 claims description 39
- 239000011810 insulating material Substances 0.000 claims description 18
- 238000009413 insulation Methods 0.000 claims description 17
- 238000012946 outsourcing Methods 0.000 claims description 17
- 239000003292 glue Substances 0.000 claims description 13
- 239000004677 Nylon Substances 0.000 claims description 10
- 238000004026 adhesive bonding Methods 0.000 claims description 10
- 229920001778 nylon Polymers 0.000 claims description 10
- 239000011324 bead Substances 0.000 claims description 9
- 238000005265 energy consumption Methods 0.000 claims description 6
- 239000011152 fibreglass Substances 0.000 claims description 6
- 238000004080 punching Methods 0.000 claims description 6
- 239000004800 polyvinyl chloride Substances 0.000 claims description 4
- 238000003466 welding Methods 0.000 claims description 4
- 239000011449 brick Substances 0.000 claims description 3
- 239000011083 cement mortar Substances 0.000 claims description 3
- 150000001875 compounds Chemical class 0.000 claims description 3
- 239000004746 geotextile Substances 0.000 claims description 3
- 239000011490 mineral wool Substances 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 claims description 3
- 238000010009 beating Methods 0.000 claims description 2
- 238000002955 isolation Methods 0.000 claims description 2
- 238000004321 preservation Methods 0.000 abstract description 2
- 238000009414 blockwork Methods 0.000 abstract 1
- 230000009466 transformation Effects 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 9
- 238000010276 construction Methods 0.000 description 4
- 229910001335 Galvanized steel Inorganic materials 0.000 description 3
- 239000008397 galvanized steel Substances 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000005034 decoration Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000003755 preservative agent Substances 0.000 description 1
- 230000002335 preservative effect Effects 0.000 description 1
- 238000007586 pull-out test Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000012827 research and development Methods 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 229920001169 thermoplastic Polymers 0.000 description 1
- 239000004416 thermosoftening plastic Substances 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
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Abstract
The invention discloses a cold-bridge-free composite ceramic plate and a manufacturing and using method of the ceramic plate. The cold-bridge-free composite ceramic plate is sequentially composed of a ceramic plate body, a fireproof layer and a heat-preserving material layer from outer side to inner side, an anti-cold-bridge connecting piece is installed on the back side of the ceramic plate body, and the material layers of the cold-bridge-free composite ceramic plate are connected in series into a composite function part product. The composite ceramic plate can be applied to a cast-in-place concrete wall and a blockwork and can also be used for energy-saving transformation of existing buildings. The cold-bridge-free composite ceramic plate has the heat-preservation, fireproof, soundproof and decorative functions and is directly connected with building walls, a structure is firmer, materials of steel joists are saved, and labor cost is saved; due to the application of the anti-cold-bridge connecting piece, cold bridges of the walls are reduced; according to the factory-production composite function part product, the thickness of the heat-preserving layer can be adjusted, the product can be applied in different-latitude areas, and housing industrialization can be improved favorably.
Description
Technical field
The present invention relates to a kind of without cold bridge composite pottery plate and manufacture thereof and using method, belong to housing construction body of wall component technology.
Background technology
Current existing Boccaro shale pottery plate, all adopt on body of wall when inner and outer eaves is applied and install steel joist, the method for plug-in pottery plate on steel joist, its defect is: the keel 1, hanging pottery plate add that mounting cost exceedes pottery plate price, and high cost is less economical; 2, existing pottery plate uses and only plays decoration function, lacks the complex function of energy-saving heat preserving; 3, the structure member that is not firmly connected with building body of the composite decorating board of the band insulation layer of some new research and development, have the product of link to there is again cold bridge problem, complex heat transfer coefficient is larger.
Summary of the invention
The object of the present invention is to provide a kind of without cold bridge composite pottery plate and manufacture thereof and using method, overcome that existing pottery plate use cost is too high, the defect of function singleness.This composite pottery plate make and construction method simple and reliable, energy-conserving and environment-protective, integrated cost are low, practical.
The present invention is realized by the following technical programs, without cold bridge composite pottery plate, it is characterized in that, be respectively pottery plate, fireprotection layer, adiabator layer by outside to inner side, pottery back installs cold-prevention bridge connector, will be connected into complex function component without each material layer of cold bridge composite pottery plate.
Described without cold bridge composite pottery plate, it is characterized in that, described cold-prevention bridge connector comprises tapered end steel plate, leading screw, sleeve pipe, leading screw welding edges tapered end steel plate, leading screw outer case sleeve.
Described without cold bridge composite pottery plate, it is characterized in that, described cold-prevention bridge connector is provided with strengthening steel slab bar perpendicular to pottery plate being close to pottery back position.
Described without cold bridge composite pottery plate, it is characterized in that, described sleeve pipe is provided with opening at strengthening steel slab bar position, and leading screw is exposed, and leading screw and strengthening steel slab bar are welded to connect.
Described without cold bridge composite pottery plate, it is characterized in that, described sleeve pipe material is hard PVC or nylon or glass fiber reinforced plastic.
Described without cold bridge composite pottery plate, it is characterized in that, described leading screw material is steel.
Described without cold bridge composite pottery plate, it is characterized in that, when applying on Cast-in-place concrete body of wall without cold bridge composite pottery plate, described leading screw afterbody and B bar are socketed; B pole stock matter is nylon or glass fiber reinforced plastic, and B bar afterbody and C leading screw are socketed; On leading screw, sleeve pipe afterbody establishes lock screw within the walls, and lock screw holds out against sleeve pipe within the walls, within the walls lock screw outsourcing hot shortness insulation pack covering layer; Leading screw and sleeve pipe stretch into Cast-in-place concrete body of wall and are not less than 60mm; Without cold bridge composite pottery plate by cold-prevention bridge connector and Cast-in-place concrete wall connecting.
Described without cold bridge composite pottery plate, it is characterized in that, when applying on masonry wall without cold bridge composite pottery plate, on the leading screw of described cold-prevention bridge connector, sleeve pipe afterbody establishes tapered end and nut within the walls, nut holds out against sleeve pipe by tapered end within the walls, and outsourcing hot shortness insulation pack covering layer; Leading screw and sleeve pipe stretch into masonry wall and are not less than 100mm; Be connected with masonry wall by cold-prevention bridge connector without cold bridge composite pottery plate.
Described without cold bridge composite pottery plate, it is characterized in that, when applying in the reducing energy consumption of existing building body of wall without cold bridge composite pottery plate, on described leading screw, sleeve pipe afterbody establishes thin nut and bent plate hook, thin nut holds out against sleeve pipe by bent plate hook, and outsourcing hot shortness insulation pack covering layer; Be connected with the straight flange link on pre-buried anchor bolt in existing building body of wall by cold-prevention bridge connector without cold bridge composite pottery plate, straight flange link outsourcing hot shortness isolation layer.
Without the production method of cold bridge composite pottery plate, it is characterized in that, production method is carried out according to the following steps:
1) back of making pottery pastes the geotextiles fireprotection layer of mineral wool process in advance;
2) prepare adiabator layer, adiabator layer is pressed the punching of cold-prevention bridge connector position, and periphery opens seal groove;
3) by cold-prevention bridge connector insert by drawing essence cut out pottery plate back T-slot in, by one group or monolithic pottery back towards be placed on framed in;
4) on the leading screw of neighbouring cold-prevention bridge connector, pottery back reinforcement of weld steel plate strip is close to;
5) sleeve pipe of cold-prevention bridge connector is tightly placed on leading screw, sleeve pipe otch and the contraposition of strengthening steel slab bar;
6) pottery back gluing, the adiabator layer of mounting strap pre-manufactured hole, makes cold-prevention bridge connector afterbody expose, and cold-prevention bridge connector will be connected into complex function component without each material layer of cold bridge composite pottery plate, fastening cannula end nut or thin nut, outsourcing hot shortness insulation pack covering layer;
Without the application process of cold bridge composite pottery plate on Cast-in-place concrete body of wall, it is characterized in that, apply by the following method:
1) colligation Cast-in-place concrete wall steel bar, colligation Cast-in-place concrete body of wall inner support;
2) without the exterior sheathing of cold bridge composite pottery plate as Cast-in-place concrete body of wall, a vertical inner formword, adjustment location, makes the pottery plate face without cold bridge composite pottery plate smooth;
3) between the adiabator layer piece without cold bridge composite pottery plate, install heat insulating material weather strip in seal groove, inside and outside adiabator layer piece bead place, play glue, leading screw and sleeve pipe stretch into Cast-in-place concrete body of wall length and are not less than 60mm;
4) inner formword, exterior sheathing both sides keel are reinforced, and without the fastening bolt of cold bridge connector as inner and outer template, laminated pouring body of wall concrete, makes to connect into entirety without cold bridge composite pottery plate and concrete wall.
Without the application process of cold bridge composite pottery plate on masonry wall, it is characterized in that, apply by the following method:
1) Zhi Liwu cold bridge composite pottery plate, adjustment location, makes the pottery plate face without cold bridge composite pottery plate smooth, and the length that the leading screw of cold-prevention bridge connector stretches into masonry wall to be built by laying bricks or stones is not less than 100mm:
2) during masonry panel, masonry is built into dove tail shape at cold-prevention bridge connector tail end position, by cement mortar, the dovetail groove containing cold-prevention bridge connector is filled up compacting, makes to connect into an entirety without cold bridge composite pottery plate and masonry wall;
3) in the middle of each piece of adiabator layer without cold bridge composite pottery plate edge joint position anyhow, gluing in seal groove, heat insulating material weather strip is installed, inside and outside adiabator layer piece bead place, plays glue squeeze sternly.
Without the application process of cold bridge composite pottery plate in the reducing energy consumption of existing building body of wall, it is characterized in that, apply by the following method: leading screw afterbody establishes bent plate to link up with, existing building body of wall lattice, snap the line, punching, the anchor bolt of mounting strap straight flange link, straight flange link outsourcing pyrocondensation insulation pack covering layer, hang on straight flange link by what link up with bent plate without cold bridge composite pottery plate, 10mm-15mm is remained on without the gap between cold bridge composite pottery plate and existing building body of wall, steady plate, after smooth, without cold bridge composite pottery plate adiabator layer anyhow in edge joint position seal groove gluing heat insulating material weather strip is installed, the inside and outside glue of beating of bead squeezes tight, foamed glue is beaten without in cold bridge composite pottery plate and existing body of wall gap, on existing building body of wall, the compound component of monolithic pottery plate is made in application without cold bridge composite pottery plate.
The invention has the advantages that: composite pottery plate is the novel building heat preservation and decoration of outer wall material that heat insulating material and external wall decorative material are integrated in one.Easy construction is simple and direct, the disposable installation completing insulation layer and decorative cover in building body cast and building wall process.Composite pottery plate is moderate, and intensity, by the pull-out test of high strength, is avoided producing body of wall cold bridge simultaneously.Composite pottery plate eliminates steel joist and installation in installation process, saves artificial, improves construction speed.
Accompanying drawing explanation
Fig. 1 is without cold bridge composite pottery plate sectional elevation schematic diagram.
Wherein: plate of 101, making pottery, 102, fireprotection layer, 103, adiabator layer, 104, cold-prevention bridge connector.
Fig. 2 is without the flat generalized section of cold bridge composite pottery plate.
Wherein: plate of 101, making pottery, 102, fireprotection layer, 103, adiabator layer, 104, cold-prevention bridge connector.
Fig. 3 is the flat generalized section of cold-prevention bridge connector applied at Cast-in-place concrete body of wall without cold bridge composite pottery plate.
Wherein: 104101, tapered end steel plate, 104102, leading screw, 104103, sleeve pipe, 104104, strengthening steel slab bar, 104105, within the walls lock screw, 104106, B bar, 104107, C bar.
Fig. 4 is the cold-prevention bridge connector sectional elevation schematic diagram applied at Cast-in-place concrete body of wall without cold bridge composite pottery plate.
Wherein: 104101, tapered end steel plate, 104102, leading screw, 104103, sleeve pipe, 104104, strengthening steel slab bar, 104105, within the walls lock screw, 104106, B bar, 104107, C bar.
Fig. 5 is the flat generalized section of cold-prevention bridge connector applied on masonry wall without cold bridge composite pottery plate.
Wherein: 104201, tapered end steel plate, 104202, leading screw, 104203, sleeve pipe, 104204, strengthening steel slab bar, 104205, within the walls tapered end, 104206, nut.
Fig. 6 is the cold-prevention bridge connector sectional elevation schematic diagram applied on masonry wall without cold bridge composite pottery plate.
Wherein: 104201, tapered end steel plate, 104202, leading screw, 104203, sleeve pipe, 104204, strengthening steel slab bar, 104205, within the walls tapered end, 104206, nut.
Fig. 7 is the flat generalized section of cold-prevention bridge connector applied on existing building body of wall without cold bridge composite pottery plate.
Wherein: 104301, tapered end steel plate, 104302, leading screw, 104303, sleeve pipe, 104304, strengthening steel slab bar, 104305, bent plate hook, 104306, thin nut.
Fig. 8 is the cold-prevention bridge connector sectional elevation schematic diagram applied on existing building body of wall without cold bridge composite pottery plate.
Wherein: 104301, tapered end steel plate, 104302, leading screw, 104303, sleeve pipe, 104304, strengthening steel slab bar, 104305, bent plate hook, 104306, thin nut.
Fig. 9 is the pre-buried within the walls anchor bolt sectional elevation schematic diagram applied on existing building body of wall without cold bridge composite pottery plate.
Wherein: 1043301, anchor bolt, 1043302, straight flange link.
Figure 10 is the flat generalized section of pre-buried within the walls anchor bolt applied on existing building body of wall without cold bridge composite pottery plate.
Wherein: 1043301, anchor bolt, 1043302, straight flange link.
Figure 11 is the schematic diagram applied at Cast-in-place concrete body of wall without cold bridge composite pottery plate.
Wherein: 104101, tapered end steel plate, 104102, leading screw, 104103, sleeve pipe, 104104, strengthening steel slab bar, 104105, lock screw within the walls, 104106, B bar, 104107, C bar, 201, Cast-in-place concrete body of wall, 202, keel, 203, inner formword, 204, heat insulating material weather strip.
Figure 12 is the sectional elevation schematic diagram applied at masonry wall without cold bridge composite pottery plate.
Wherein: 104201, tapered end steel plate, 104202, leading screw, 104203, sleeve pipe, 104204, strengthening steel slab bar, 104205, within the walls tapered end, 104206, nut, 301, masonry wall, 303, heat insulating material weather strip.
Figure 13 is the flat generalized section applied at masonry wall without cold bridge composite pottery plate.
Wherein: 104201, tapered end steel plate, 104202, leading screw, 104203, sleeve pipe, 104204, strengthening steel slab bar, 104205, within the walls tapered end, 104206, nut, 301, masonry wall, 302, dovetail groove.
Figure 14 is the schematic diagram applied at existing existing building body of wall without cold bridge composite pottery plate.
Wherein: 104301, tapered end steel plate, 104302, leading screw, 104303, sleeve pipe, 104304, strengthening steel slab bar, 104305, bent plate hook, 104306, thin nut, 401, existing building body of wall, 402, heat insulating material weather strip, 1043301, anchor bolt, 1043302, straight flange link.
Figure 15 is the stereogram applied at existing existing building body of wall without cold bridge composite pottery plate.
Wherein: 104301, tapered end steel plate, 104303, sleeve pipe, 104304, strengthening steel slab bar, 104305, bent plate hook, 104306, thin nut, 401, existing building body of wall, 402, heat insulating material weather strip, 1043301, anchor bolt, 1043302, straight flange link.
Figure 16 is the schematic diagram without cold bridge composite pottery plate cold-prevention bridge connector position when existing existing building body of wall is applied.
Wherein: 104301, tapered end steel plate, 104303, sleeve pipe, 104304, strengthening steel slab bar, 104305, bent plate hook, 104306, thin nut, 401, existing building body of wall, 402, heat insulating material weather strip, 1043301, anchor bolt, 1043302, straight flange link.
Detailed description of the invention
Below in conjunction with accompanying drawing, the present invention is illustrated further:
As shown in Figure 1 and Figure 2, without cold bridge composite pottery plate, pottery plate 101, fireprotection layer 102, adiabator layer 103 is respectively by outside to inner side, cold-prevention bridge connector 104 is installed at pottery plate 101 back side, cold-prevention bridge connector 104 will be connected into complex function component without each material layer of cold bridge composite pottery plate, and and wall connecting.
When being applied in Cast-in-place concrete body of wall, masonry wall, the application of existing building exterior wall position respectively without cold bridge composite pottery plate, the effect of cold-prevention bridge connector is identical and structural form is different, and embody rule method is as follows:
When applying on Cast-in-place concrete body of wall without cold bridge composite pottery plate,
As shown in Figure 3, Figure 4, cold-prevention bridge connector is made up of tapered end steel plate 104101, leading screw 104102, sleeve pipe 104103, strengthening steel slab bar 104104, within the walls lock screw 104105, B bar 104106, C bar 104107.Tapered end steel plate 104101 is galvanized steel plain sheets, is welded to connect with leading screw 104102.Leading screw 104102 material is steel, and afterbody and B bar 104106 are socketed.B bar 104106 material is nylon, two end band internal threads, and one end and leading screw 104102 are socketed, and the other end and C bar 104107 are socketed.C bar 104107 material is steel, and with outer silk, head is socketed with B bar 104106 and is connected, and afterbody joins lock screw 104105 within the walls, fixed strain wall form.Sleeve pipe 104103 is provided with opening at strengthening steel slab bar 104104 position, and leading screw 104102 is exposed, leading screw 104102 with add strengthening steel slab bar 104104 and be welded to connect, sleeve pipe 104103 material is hard PVC or nylon or glass fiber reinforced plastic.Lock screw 104105 holds out against sleeve pipe 104103 and outsourcing hot shortness insulation pack covering layer within the walls, plays and intercepts the effect of ironware cold bridge.
As shown in figure 11, leading screw 104102 and sleeve pipe 104103 stretch into Cast-in-place concrete body of wall 201 length 60mm.Tapered end steel plate 104101 penetrates in the T-slot of pottery back.The exterior sheathing of Cast-in-place concrete body of wall 201 is doubled as without cold bridge composite pottery plate.The C bar 104107 of cold-prevention bridge connector stretches out outside inner formword 203.Cold-prevention bridge connector doubles as the securing member of inner formword 203 and exterior sheathing.Establish keel 202 again in the outside of inner formword 204 and exterior sheathing, when ensureing to pour into a mould, template does not produce displacement.Leading screw 104102 diameter is 10mm, and material is steel, and B bar 104106 material is nylon, diameter 18mm, leading screw 104102 tail end outside nut mouth and B bar 104106 internal thread linkage section length 20mm.The T-slot at pottery plate back worn by tapered end steel plate 104101, and composite pottery plate layers of material is connected into entirety by cold-prevention bridge connector.Lock screw 104105 is greater than sleeve pipe 104103 diameter within the walls, and outsourcing thermoplasticity insulation pack covering layer, intercept ironware cold bridge.Adiabator layer contact surface place without cold bridge composite pottery plate establishes groove along contact surface, establishes heat insulating material weather strip 204 in groove.Sleeve pipe 104103 is provided with opening at strengthening steel slab bar 104104 position, and leading screw 104102 is exposed, and leading screw 104102 and strengthening steel slab bar 104104 are welded to connect.Neighbouring cold-prevention bridge connector be close to pottery back be provided with perpendicular to pottery plate strengthening steel slab bar 104104.Strengthening steel slab bar 104104 strengthens the bonding strength of cold-prevention bridge connector and pottery plate, and strengthening steel slab bar 104104 and cold-prevention bridge connector adopt and be welded to connect, and forms the frame that spreads out that supports pottery plate.
When applying on masonry wall without cold bridge composite pottery plate,
As shown in Figure 5, Figure 6, cold-prevention bridge connector is made up of tapered end steel plate 104201, leading screw 104202, sleeve pipe 104203, strengthening steel slab bar 104204, within the walls tapered end 104205, nut 104206; Tapered end steel plate 104201 is galvanized steel plain sheets, is welded to connect with leading screw 104202; Leading screw 104202 material is steel, and head and tapered end steel plate 104201 are welded to connect; Sleeve pipe 104203 material is nylon, or hard PVC or fiber glass reinforced plastic cover are on leading screw 104202.Neighbouring cold-prevention bridge connector be close to pottery back be provided with perpendicular to pottery plate strengthening steel slab bar 104204.Strengthening steel slab bar 104204 strengthens the bonding strength of cold-prevention bridge connector and pottery plate, and strengthening steel slab bar 104204 and cold-prevention bridge connector adopt and be welded to connect, and forms the frame that spreads out that supports pottery plate.
As shown in Figure 12 and Figure 13, leading screw 104202 and sleeve pipe 104203 tail end stretch into masonry wall 301 length 100mm, and tapered end 104205 material is nylon within the walls, is locked by nut 104206, and leading screw 104202 diameter is 10mm, and material is steel.Tapered end steel plate 104201 hooks the T-slot of pottery back.The cold-prevention bridge connector afterbody fixing tapered end 104205 within the walls of nut 104206, outsourcing hot shortness insulation pack covering layer, intercepts ironware cold bridge.Sleeve pipe 104203 is provided with opening at strengthening steel slab bar 104204 position, and leading screw 104202 is exposed, and leading screw 104202 and strengthening steel slab bar 104204 are welded to connect.
As shown in figure 12, the adiabator layer contact surface place without cold bridge composite pottery plate establishes groove along contact surface, establishes heat insulating material weather strip 303 in groove.
As shown in figure 13, masonry wall 301 makes dovetail groove 302 in tapered end 104205 position within the walls, and filling concrete mortar, make to be anchored in masonry wall 301 by cold-prevention bridge connector without cold bridge composite pottery plate.Cold-prevention bridge connector stretches into masonry wall 301 length 100mm.
When applying in the reducing energy consumption of existing building body of wall without cold bridge composite pottery plate,
As shown in Figure 7, Figure 8, cold-prevention bridge connector is linked up with 104305 formed by tapered end steel plate 104301, leading screw 104302, thin nut 104306, sleeve pipe 104303, bent plate; Tapered end steel plate 104301 is galvanized steel plain sheets, and leading screw 104302 material is steel, and head and tapered end steel plate 104301 are welded to connect, and afterbody is fixed bent plate by thin nut 104306 and linked up with 104305; Sleeve pipe 104303 material is nylon.Neighbouring cold-prevention bridge connector be close to pottery back be welded with perpendicular to pottery plate strengthening steel slab bar 104304.Strengthening steel slab bar 104304 strengthens the bonding strength of cold-prevention bridge connector and pottery plate, and strengthening steel slab bar 104304 and cold-prevention bridge connector adopt and be welded to connect, and forms the frame that spreads out that supports pottery plate.
As shown in Figure 9, Figure 10, anchor bolt 1043301 welding edges straight flange link 1043302.
As shown in figure 14, leading screw 104302 tail end stretches out the outer 8mm of adiabator layer, and adiabator layer and existing building body of wall 401 gap 10mm, leading screw 104302 diameter is 10mm, and material is steel.Sleeve pipe 104303 is provided with opening at strengthening steel slab bar 104304 position, and leading screw 104302 is exposed, and leading screw 104302 and strengthening steel slab bar 104304 are welded to connect.
As shown in Figure 14, Figure 15, Figure 16, cold-prevention bridge connector afterbody thin nut 104306 is fixed bent plate hook 104305 and is welded.Adiabator layer contact surface place without cold bridge composite pottery plate establishes groove along contact surface, establishes heat insulating material weather strip 402 in groove.Hung on straight flange link 1043302 by bent plate hook 104305 without cold bridge composite pottery plate.Foamed glue is beaten without space between cold bridge composite pottery plate and existing building body of wall 401.In existing building body of wall 401, anchor bolt 1043301 is installed, anchor bolt 1043301 welding edges straight flange link 1043302.After bent plate hook 104305 does preservative treatment with straight flange link 1043302 contact site, straight flange link 1043302 outsourcing thermoplasticity insulation pack covering layer, intercepts ironware cold bridge.
As shown in Figure 1 and Figure 2, without the production method of cold bridge composite pottery plate, carry out according to the following steps:
1) the geotextiles fireprotection layer 102 of mineral wool process is in advance pasted at monolithic pottery plate 101 back side, determines respectively wear cold-prevention bridge connector 104 space from two ends;
2) prepare adiabator layer 103, adiabator layer 103 is pressed the punching of cold-prevention bridge connector 104 position, and periphery opens seal groove;
3) cold-prevention bridge connector 104 is inserted in the pottery plate pottery plate 101 back T-slot of essence sanction by drawing from every block pottery plate 101 two ends, one group or monolithic pottery plate pottery plate 101 back side are put into framed upward;
4) on the leading screw of neighbouring cold-prevention bridge connector 104, be close to pottery back reinforcement of weld steel plate strip, form the frame that spreads out, cold-prevention bridge connector is firmly connected with pottery plate;
5) sleeve pipe of cold-prevention bridge connector 104 is tightly placed on leading screw;
6) by gluing on one group that installs cold-prevention bridge connector 104 plate fireprotection layer 102 of making pottery, prefabricated adiabator layer 103 with holes is installed, cold-prevention bridge connector 104 bar tail is exposed, and cold-prevention bridge connector 104 will be connected into complex function component without each material layer of cold bridge composite pottery plate;
As shown in figure 11, without the application process of cold bridge composite pottery plate on Cast-in-place concrete body of wall:
Without the application process of cold bridge composite pottery plate on Cast-in-place concrete body of wall 201, it is characterized in that, apply by the following method:
1) reinforcing bar of colligation Cast-in-place concrete body of wall 201, colligation Cast-in-place concrete body of wall 201 inner support;
2) without the exterior sheathing of cold bridge composite pottery plate as Cast-in-place concrete body of wall 201, a vertical inner formword 203, adjustment location, makes the pottery plate face without cold bridge composite pottery plate smooth, in-site installation B bar 104106, C bar 104107;
3) between the adiabator layer piece without cold bridge composite pottery plate, in seal groove, heat insulating material weather strip 204 installed by gluing, inside and outside adiabator layer piece bead place, play glue, and leading screw 104102 and sleeve pipe 104103 stretch into Cast-in-place concrete body of wall 201 length 60mm;
4) inner formword 203 punches, and cold-prevention bridge connector is as the securing member of template;
5) the outer anti-rolling chock 202 of template is reinforced, and laminated pouring body of wall concrete, makes to connect into entirety without cold bridge composite pottery plate and concrete wall.
As shown in figure 12, without the application process of cold bridge composite pottery plate on masonry wall 301, it is characterized in that, apply by the following method:
1) Zhi Liwu cold bridge composite pottery plate, adjustment location, make the pottery plate face without cold bridge composite pottery plate smooth, cold-prevention bridge connector stretches into the length 100mm of masonry wall 301 to be built by laying bricks or stones;
2) as shown in figure 13, during masonry panel, masonry, at cold-prevention bridge connector tail end position, is built into dovetail groove 302 shape, by cement mortar, the dovetail groove 302 containing cold-prevention bridge connector is filled up compacting, make to connect into an entirety without cold bridge composite pottery plate and masonry wall 301.
3) in the middle of each piece of adiabator layer without cold bridge composite pottery plate edge joint position anyhow, gluing in seal groove, installs heat insulating material weather strip 303, plays glue and squeeze sternly inside and outside adiabator layer piece bead place.
As Figure 14, Figure 15, shown in Figure 16, without the application process of cold bridge composite pottery plate in existing building body of wall 401 reducing energy consumption, it is characterized in that, apply by the following method: existing building body of wall 401 lattice, snap the line, punching, the anchor bolt 1043301 of mounting strap straight flange link 1043302, straight flange link 1043302 outsourcing thermoplastic contracting insulation pack covering layer, 10mm is remained on without the gap between cold bridge composite pottery plate and existing building body of wall 401, steady plate, after smooth, the adiabator layer of composite pottery plate anyhow in edge joint position seal groove gluing heat insulating material weather strip is installed, bead is inside and outside plays glue, composite pottery plate with bent plate hook 104305 is hung on straight flange link 1043302.Beat foamed glue in composite pottery plate and existing building body of wall 401 gap, on existing building body of wall 401, the compound component of monolithic pottery plate is made in application by drawing without cold bridge composite pottery plate.
Above-described embodiment is only be described the preferred embodiment of the present invention; not scope of the present invention is limited; under not departing from the present invention and designing the prerequisite of spirit; the various distortion that those of ordinary skill in the art make technical scheme of the present invention and improvement, all should fall in protection domain that claims of the present invention determines.
Claims (13)
1. without cold bridge composite pottery plate, it is characterized in that, be respectively pottery plate, fireprotection layer, adiabator layer by outside to inner side, pottery back installs cold-prevention bridge connector, will be connected into complex function component without each material layer of cold bridge composite pottery plate.
2. according to claim 1ly it is characterized in that without cold bridge composite pottery plate, described cold-prevention bridge connector comprises tapered end steel plate, leading screw, sleeve pipe, leading screw welding edges tapered end steel plate, leading screw outer case sleeve.
3. according to claim 2ly it is characterized in that without cold bridge composite pottery plate, described cold-prevention bridge connector is provided with strengthening steel slab bar perpendicular to pottery plate being close to pottery back position.
4. as claimed in claim 2 without cold bridge composite pottery plate, it is characterized in that, described sleeve pipe is provided with opening at strengthening steel slab bar position, and leading screw is exposed, and leading screw and strengthening steel slab bar are welded to connect.
5. as claimed in claim 2 without cold bridge composite pottery plate, it is characterized in that, described sleeve pipe material is hard PVC or nylon or glass fiber reinforced plastic.
6. as claimed in claim 2 without cold bridge composite pottery plate, it is characterized in that, described leading screw material is steel.
7. according to claim 2ly it is characterized in that without cold bridge composite pottery plate, when applying on Cast-in-place concrete body of wall without cold bridge composite pottery plate, described leading screw afterbody and B bar are socketed; B pole stock matter is nylon or glass fiber reinforced plastic, and B bar afterbody and C leading screw are socketed; On leading screw, sleeve pipe afterbody establishes lock screw within the walls, and lock screw holds out against sleeve pipe within the walls, within the walls lock screw outsourcing hot shortness insulation pack covering layer; Leading screw and sleeve pipe stretch into Cast-in-place concrete body of wall and are not less than 60mm; Without cold bridge composite pottery plate by cold-prevention bridge connector and Cast-in-place concrete wall connecting.
8. according to claim 2 without cold bridge composite pottery plate, it is characterized in that, when applying on masonry wall without cold bridge composite pottery plate, on the leading screw of described cold-prevention bridge connector, sleeve pipe afterbody establishes tapered end and nut within the walls, nut holds out against sleeve pipe by tapered end within the walls, and outsourcing hot shortness insulation pack covering layer; Leading screw and sleeve pipe stretch into masonry wall and are not less than 100mm; Be connected with masonry wall by cold-prevention bridge connector without cold bridge composite pottery plate.
9. according to claim 2 without cold bridge composite pottery plate, it is characterized in that, when applying in the reducing energy consumption of existing building body of wall without cold bridge composite pottery plate, on described leading screw, sleeve pipe afterbody establishes thin nut and bent plate hook, thin nut holds out against sleeve pipe by bent plate hook, and outsourcing hot shortness insulation pack covering layer; Be connected with the straight flange link on pre-buried anchor bolt in existing building body of wall by cold-prevention bridge connector without cold bridge composite pottery plate, straight flange link outsourcing hot shortness isolation layer.
10. without the production method of cold bridge composite pottery plate, it is characterized in that, production method is carried out according to the following steps:
1) back of making pottery pastes the geotextiles fireprotection layer of mineral wool process in advance;
2) prepare adiabator layer, adiabator layer is pressed the punching of cold-prevention bridge connector position, and periphery opens seal groove;
3) by cold-prevention bridge connector insert by drawing essence cut out pottery plate back T-slot in, by one group or monolithic pottery back towards be placed on framed in;
4) on the leading screw of neighbouring cold-prevention bridge connector, pottery back reinforcement of weld steel plate strip is close to;
5) sleeve pipe of cold-prevention bridge connector is tightly placed on leading screw, sleeve pipe otch and the contraposition of strengthening steel slab bar;
6) pottery back gluing, the adiabator layer of mounting strap pre-manufactured hole, makes cold-prevention bridge connector afterbody expose, and cold-prevention bridge connector will be connected into complex function component without each material layer of cold bridge composite pottery plate, fastening cannula end nut or thin nut, outsourcing hot shortness insulation pack covering layer.
11., without the application process of cold bridge composite pottery plate on Cast-in-place concrete body of wall, is characterized in that, apply by the following method:
1) colligation Cast-in-place concrete wall steel bar, colligation Cast-in-place concrete body of wall inner support;
2) without the exterior sheathing of cold bridge composite pottery plate as Cast-in-place concrete body of wall, a vertical inner formword, adjustment location, makes the pottery plate face without cold bridge composite pottery plate smooth;
3) between the adiabator layer piece without cold bridge composite pottery plate, install heat insulating material weather strip in seal groove, inside and outside adiabator layer piece bead place, play glue, leading screw and sleeve pipe stretch into Cast-in-place concrete body of wall length and are not less than 60mm;
4) inner formword, exterior sheathing both sides keel are reinforced, and without the fastening bolt of cold bridge connector as inner and outer template, laminated pouring body of wall concrete, makes to connect into entirety without cold bridge composite pottery plate and concrete wall.
12., without the application process of cold bridge composite pottery plate on masonry wall, is characterized in that, apply by the following method:
1) Zhi Liwu cold bridge composite pottery plate, adjustment location, makes the pottery plate face without cold bridge composite pottery plate smooth, and the length that the leading screw of cold-prevention bridge connector stretches into masonry wall to be built by laying bricks or stones is not less than 100mm;
2) during masonry panel, masonry is built into dove tail shape at cold-prevention bridge connector tail end position, by cement mortar, the dovetail groove containing cold-prevention bridge connector is filled up compacting, makes to connect into an entirety without cold bridge composite pottery plate and masonry wall;
3) in the middle of each piece of adiabator layer without cold bridge composite pottery plate edge joint position anyhow, gluing in seal groove, heat insulating material weather strip is installed, inside and outside adiabator layer piece bead place, plays glue squeeze sternly.
13. without the application process of cold bridge composite pottery plate in the reducing energy consumption of existing building body of wall, it is characterized in that, apply by the following method: leading screw afterbody establishes bent plate to link up with, existing building body of wall lattice, snap the line, punching, the anchor bolt of mounting strap straight flange link, straight flange link outsourcing pyrocondensation insulation pack covering layer, hang on straight flange link by what link up with bent plate without cold bridge composite pottery plate, 10mm-15mm is remained on without the gap between cold bridge composite pottery plate and existing building body of wall, steady plate, after smooth, without cold bridge composite pottery plate adiabator layer anyhow in edge joint position seal groove gluing heat insulating material weather strip is installed, the inside and outside glue of beating of bead squeezes tight, foamed glue is beaten without in cold bridge composite pottery plate and existing body of wall gap, on existing building body of wall, the compound component of monolithic pottery plate is made in application without cold bridge composite pottery plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310428659.2A CN104453137A (en) | 2013-09-18 | 2013-09-18 | Cold-bridge-free composite ceramic plate and manufacturing and using method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310428659.2A CN104453137A (en) | 2013-09-18 | 2013-09-18 | Cold-bridge-free composite ceramic plate and manufacturing and using method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104453137A true CN104453137A (en) | 2015-03-25 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201310428659.2A Pending CN104453137A (en) | 2013-09-18 | 2013-09-18 | Cold-bridge-free composite ceramic plate and manufacturing and using method thereof |
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| CN105464311A (en) * | 2015-12-28 | 2016-04-06 | 谭文杰 | Heat-preserving decorative integrated plate capable of forming integrated wall structure |
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Application publication date: 20150325 |