CN105464255A - Production method of insulation-board foaming-cement cast-in-situ hollow wall - Google Patents
Production method of insulation-board foaming-cement cast-in-situ hollow wall Download PDFInfo
- Publication number
- CN105464255A CN105464255A CN201410469328.8A CN201410469328A CN105464255A CN 105464255 A CN105464255 A CN 105464255A CN 201410469328 A CN201410469328 A CN 201410469328A CN 105464255 A CN105464255 A CN 105464255A
- Authority
- CN
- China
- Prior art keywords
- steel
- foam cement
- floor
- die mould
- steelframe
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Landscapes
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
The invention relates to a production method of an insulation-board foaming-cement cast-in-situ hollow wall. The production method includes: a rock-wool composite insulation board 3 is fixed on the outer side of a steel frame 2 through drilling-tail screws 15 after concrete foundation embedded parts and the steel frame 2 are mounted, a closed forward-paving hole-pressure type 600 steel bearing floor 8 is transversely paved on the inner side of the steel frame 2, the peak surface of the floor 8 faces inwardly, the plate surface of the floor 8 faces outwardly, a mould 10 is fixed to the top of the steel frame 2 through the drilling-tail self-tapping screws 15, then round steel pipes are inserted to the bottommost part in the cavity of the wall through mould sleeves, foaming cement 1 is poured in the cavity between the rock-wool composite insulation board 3 and the closed forward-paving hole-pressure type 600 steel bearing floor 8 in a cast-in-situ manner, the whole set of mould 10 and a form board 12 are removed after the whole foaming-cement 1 is dried completely, wall support U-shaped grooves 4 and iron wire meshes 5 are drilled into the inner and outer sides of the steel frame 2 from the outer side of the closed forward-paving hole-pressure type 600 steel bearing floor 8 by the drilling-tail self-tapping screws 15 through the rock-wool composite insulation board 3 and the closed forward-paving hole-pressure type 600 steel bearing floor 8, and concrete is plastered to the iron wire meshes 5 and the wall support U-shaped grooves 4 to facilitate paint coating or decoration.
Description
Technical field
The present invention relates to building material technical field, specifically a kind of preparation method of warming plate foam cement cast-in-place hollow body of wall.
Background technology
The cast-in-situ thermal-insulated body of wall used at present, be solid cast-in-situ wall, this solid cast-in-situ wall, not only volume weight, materials are many, and high to fundamental importance, directly cause labour cost, and building costs increases.
Summary of the invention
In view of the deficiency that above-mentioned prior art exists, it is light that the present invention aims to provide a kind of wall weight, construction costs is low, easy construction, collect warming, fire-proof sound insulation is stuffy, intensity is superior to the preparation method of the warming plate foam cement cast-in-place hollow body of wall of one, comprise: 1-foam cement 2-steelframe 3-rock wool composite insulation board 4-wall support U-type groove 5-wire gauze 6-closed type of plastering just is spreading die mould 600 steel and holds anti-die mould 600 steel that spreads of floor 7-closed type and hold floor 8-closed type and be just covered with hole die mould 600 steel and hold anti-hole die mould 600 steel that is covered with of floor 9-closed type and hold the metallic carved polyurethane composite plate 15-of floor 10-circular hole mould 11-hollow circular hole 12-template 13-hollow circular-tube 14-and bore tail self threading pin 16-tile-type cement board 17-die mould perforated glass steel plate 17
Steelframe 2: the welding steel structure 2 of middle cavity
Template 12: template 12 brill tail nail 15 is held floor 7 be fixed in steelframe 2 through anti-die mould 600 steel that spreads of closed type, with prevent porose die mould 600 steel hold the pitch-row of floor support plate ooze the foam cement 1 exposed and outwards run off.
Closed type is just spreading die mould 600 steel and is holding floor 6: horizontal paving steelframe 2 side, and face, peak paving is outside to steelframe 2 platen surface, because jag part width is about 28mm, the narrowest width in peak base portion is 8mm, shape is del, and this shape effectively can be held in the palm and be tangled concrete, and the concrete that prevents from plastering comes off.
Anti-die mould 600 steel that spreads of closed type holds floor 7: horizontal paving steelframe 2 side, platen surface paving is to steelframe 2, peak is towards outward, because jag part width is 28mm, the narrowest width in peak base portion is about 8mm, shape is del, and this shape can effectively catch various concrete, and closed type die mould 600 steel can be allowed to hold floor and various concrete to greatest extent every closing in one.
Closed type is just being covered with hole die mould 600 floor support plate: the pitch-row of rushing 2mm to 80mm in the flat board of closed type porose die mould floor support plate two peak separation, horizontal paving steelframe 2 side, face, peak paving is to steelframe 2, platen surface is outside, because peak upper width is about 28mm, the narrowest width in peak base portion is about 8mm, shape is del, the pitch-row of this shape and closed type porose die mould 600 floor support plate ooze the concrete exposed and be fully combined, tightly can wrap closed type porose die mould 600 floor support plate, make itself and foam cement 1 fully be blended in one.
Anti-hole die mould 600 steel that is covered with of closed type holds floor: the pitch-row of rushing 2mm to 80mm in the flat board of closed type porose die mould floor support plate two peak separation, horizontal paving steelframe 2 side, face, peak paving is to steelframe 2, platen surface is outside, because peak upper width is about 28mm, the narrowest width in peak base portion is about 8mm, shape is del, this shape and hold in the palm the pitch-row of the concrete that tangles and closed type porose die mould 600 floor support plate ooze the concrete exposed and be fully combined, tightly can wrap closed type porose die mould 600 floor support plate, make itself and foam cement 1 fully be blended in one.
Circular hole mould 10: circular hole mould 10 is welded or bolt with round steel pipe and round steel pipe complementary sleeves by mould rack, circular hole pitch-row is 50mm to 5000mm two circular hole spacing is 50mm to 800mm, circular hole mould 10 is placed on supporting body of wall steelframe 2 top, and is pinned to supporting steelframe 2 with brill tail self threading pin through circular hole mould 10 brill.
Hollow circular-tube 13: permanent weld or bolt steelframe 2 cavity place, the iron plate soldering and sealing of pipe two, two hollow circular-tube 13 spacing are 50mm ~ 5000mm.
Wall support U-type groove 4: iron porose U-type groove, U-shaped mouth upward, and U-type groove, wire gauze bores tail self threading pin and bores respectively through inner and outer plates body of wall and to be pinned to inside and outside steelframe 2 in both sides, smearing with concrete or EPS plate receives on wire gauze, so that paint coating or finishing, color steel body of wall two U-type groove spacing is 50mm-800mm.
Be illustrated in figure 1 the structural representation of the preparation method specific embodiment one of warming plate foam cement cast-in-place hollow body of wall of the present invention, basis is placed steel in concrete foundation every a segment distance and is put built-in fitting, after the whole welded and installed of steelframe 2, rock wool composite insulation board 3 brill tail nail 15 is fixed on outside steelframe 2, and closed type is just being covered with hole die mould 600 steel holds floor 8, inside horizontal paving steelframe 2, and peak is towards interior, platen surface is outside, be fixed in inside steelframe 2 with brill tail self threading pin 15, and overall rock wool-steel plywood 3, and closed type be just covered with hole die mould 600 steel to hold inside and outside floor 8 connecting sewing adhesive plaster or sealant sealing good, template 12 is just being covered with hole die mould 600 steel with brill tail self threading pin through closed type hold floor 8 and be fixed on the foam cement leaked out with the pitch-row preventing 600 shaped steel to hold floor in steelframe 2 and outwards run off, at steelframe 2 top with boring tail self threading pin 15 fixed mould support 10, after mould rack 10 is fixing, round steel pipe inserts the bottommost in its wall cavity through mould sleeve pipe, and be just covered with hole die mould 600 steel at rock wool composite insulation board 3 and closed type and hold between floor 6 in cavity, cast-in-place foam cement 1, when foam cement 1 solidifies 30%-70%, rotate with survivor of a murder attempt's wrench and loosen round steel pipe top nut, round steel pipe and foam cement 1 bonding site are loosened, after integral foam cement 1 parches, to dismantle whole set of die 10, template 12, and be just covered with hole die mould 600 steel in closed type and hold outside floor 8 wall support U-type groove 4, wire gauze 5 is just being covered with hole die mould 600 steel with brill tail self threading pin 15 through rock wool composite insulation board 3 and closed type and is holding floor 8 and bore respectively and to be pinned to inside and outside steelframe 2 in both sides, finally smear with concrete and receive wire gauze 5 with in wall support U-type groove 4, so that paint coating or finishing.
As shown from the above technical solution, the preparation method of warming plate foam cement cast-in-place hollow body of wall of the present invention, wall weight is light, and speed of application is fast, and high insulating effect, anti-seismic performance is good, and construction costs is low.
Accompanying drawing explanation
Fig. 1 is the preparation method of warming plate foam cement cast-in-place hollow body of wall of the present invention, the structural representation of embodiment one;
Fig. 2 is the preparation method of warming plate foam cement cast-in-place hollow body of wall of the present invention, the structural representation of embodiment two;
Fig. 3 is the preparation method of warming plate foam cement cast-in-place hollow body of wall of the present invention, the structural representation of embodiment three;
Fig. 4 is the preparation method of warming plate foam cement cast-in-place hollow body of wall of the present invention, the structural representation of embodiment four;
Fig. 5 is the preparation method of warming plate foam cement cast-in-place hollow body of wall of the present invention, the structural representation of embodiment five;
Fig. 6 is the preparation method of warming plate foam cement cast-in-place hollow body of wall of the present invention, the structural representation of embodiment six
Fig. 7 is the preparation method of warming plate foam cement cast-in-place hollow body of wall of the present invention, the structural representation of embodiment seven;
Fig. 8 is the preparation method of warming plate foam cement cast-in-place hollow body of wall of the present invention, the structural representation of embodiment eight
Fig. 9 is the preparation method of warming plate foam cement cast-in-place hollow body of wall of the present invention, the structural representation of embodiment nine;
Figure 10 is the preparation method of warming plate foam cement cast-in-place hollow body of wall of the present invention, the structural representation of embodiment ten;
Figure 11 is the preparation method of warming plate foam cement cast-in-place hollow body of wall of the present invention, the structural representation of embodiment 11;
Figure 12 is the preparation method of warming plate foam cement cast-in-place hollow body of wall of the present invention, the structural representation of embodiment 12;
Figure 13 is the preparation method of warming plate foam cement cast-in-place hollow body of wall of the present invention, the structural representation of embodiment 13;
Figure 14 is the preparation method of warming plate foam cement cast-in-place hollow body of wall of the present invention, the structural representation of embodiment 14;
Figure 15 is the preparation method of warming plate foam cement cast-in-place hollow body of wall of the present invention, the structural representation of embodiment 15;
Figure 16 is the preparation method of warming plate foam cement cast-in-place hollow body of wall of the present invention, the structural representation of embodiment 16;
Figure 17 is circular hole mould structure schematic diagram of the present invention;
In figure: 1-foam cement 2-steelframe 3-rock wool composite insulation board 4-wall support U-type groove 5-wire gauze 6-closed type of plastering just is spreading die mould 600 steel and holds anti-die mould 600 steel that spreads of floor 7-closed type and hold floor 8-closed type and be just covered with hole die mould 600 steel and hold anti-hole die mould 600 steel that is covered with of floor 9-closed type and hold the metallic carved polyurethane composite plate 15-of floor 10-mould 11-hollow circular hole 12-template 13-hollow circular-tube 14-and bore tail self threading pin 16-tile-type cement board 17-tile-type perforated glass steel plate
Detailed description of the invention
Also by reference to the accompanying drawings the present invention is described in further detail below by specific embodiment.
The preparation method embodiment one of warming plate foam cement cast-in-place hollow body of wall:
Be illustrated in figure 1 the structural representation of the preparation method specific embodiment one of warming plate foam cement cast-in-place hollow body of wall of the present invention, basis is placed steel in concrete foundation every a segment distance and is put built-in fitting, after the whole welded and installed of steelframe 2, rock wool composite insulation board 3 brill tail nail 15 is fixed on outside steelframe 2, and closed type is just being covered with hole die mould 600 steel holds floor 8, inside horizontal paving steelframe 2, and peak is towards interior, platen surface is outside, be fixed in inside steelframe 2 with brill tail self threading pin 15, and overall rock wool-steel plywood 3, and closed type be just covered with hole die mould 600 steel to hold inside and outside floor 8 connecting sewing adhesive plaster or sealant sealing good, template 12 is just being covered with hole die mould 600 steel with brill tail self threading pin through closed type hold floor 8 and be fixed on the foam cement leaked out with the pitch-row preventing 600 shaped steel to hold floor in steelframe 2 and outwards run off, at steelframe 2 top with boring tail self threading pin 15 fixed mould support 10, after mould rack 10 is fixing, round steel pipe inserts the bottommost in its wall cavity through mould sleeve pipe, and just spreading die mould 600 steel at rock wool composite insulation board 33 and closed type and to hold between floor 6 in cavity, cast-in-place foam cement 1, when foam cement 1 solidifies 30%-70%, rotate with survivor of a murder attempt's wrench and loosen round steel pipe top nut, round steel pipe and foam cement 1 bonding site are loosened, after integral foam cement 1 parches, to dismantle whole set of die 10, template 12, and be just covered with hole die mould 600 steel in closed type and hold outside floor 8 wall support U-type groove 4, wire gauze 5 is just spreading die mould 600 steel with brill tail self threading pin 15 through rock wool composite insulation board 3 and closed type and is holding floor 6 and bore respectively and to be pinned to inside and outside steelframe 2 in both sides, finally smear with concrete and receive wire gauze 5 with in wall support U-type groove 4, so that paint coating or finishing.
The preparation method embodiment two of warming plate foam cement cast-in-place hollow body of wall:
Be illustrated in figure 4 the structural representation of the preparation method specific embodiment four of warming plate foam cement cast-in-place hollow body of wall of the present invention, basis is placed steel in concrete foundation every a segment distance and is put built-in fitting, after the whole welded and installed of steelframe 2, counter for closed type hole die mould 600 steel that is covered with is held inside the horizontal paving steelframe 2 of floor 9, and platen surface paving is to steelframe 2, peak is towards outward, separately counter for closed type hole die mould 600 steel that is covered with is held outside the horizontal paving steelframe 2 of floor 9, and platen surface paving is to steelframe 2, peak is towards outward, and be separately fixed at steelframe 2 both sides with brill tail self threading pin 15, and counter for overall two closed types be covered with hole die mould 600 steel to hold inside and outside floor connecting sewing adhesive plaster or sealant sealing good, template 12 brill tail self threading pin is held floor be fixed in steelframe 2 through anti-porose 600 steel of die mould that spread of closed type, outwards run off with the foam cement that the pitch-row preventing 600 steel to hold floor leaks out, at steelframe 2 top with boring tail self threading pin 15 fixed mould support 10, mould rack 10 is fixed complete, round steel pipe inserts the bottommost in its wall cavity through mould sleeve pipe, and two closed types counter spread die mould 600 steel hold that between floor 7, in cavity, foam cement solidifies 30%-70% time, rotate with shfting wrench and loosen round steel pipe top nut, round steel pipe and foam cement 1 bonding site are loosened, after integral foam cement 1 parches, to dismantle whole set of die 10, template 12, and hold and outside floor 8, wire gauze 5 is just being spread die mould 600 steel with brill tail self threading pin 15 through two closed types respectively at the anti-porose steel of die mould 600 that spreads of two closed types and hold floor 67 and bore and to be pinned to inside and outside steelframe 2 in both sides, finally smear with concrete and receive wire gauze, box-like hole die mould 600 steel that is just being covered with holds outside floor 8, and with brill tail self threading pin 15 through cement insulation board 16, wire gauze plasters 5, anti-hole die mould 600 steel that is covered with of closed type holds floor 9, brill is pinned in outside steelframe 2, finally smearing with concrete receives on wire gauze, so that paint coating.
The preparation method embodiment three of warming plate foam cement cast-in-place hollow body of wall:
Be illustrated in figure 5 the structural representation of the preparation method specific embodiment five of warming plate foam cement cast-in-place hollow body of wall of the present invention, basis is placed steel in concrete foundation every a segment distance and is put built-in fitting, after the whole welded and installed of steelframe 2, closed type is just being covered with hole die mould 600 steel holds inside the horizontal paving steelframe 2 of floor 8, and face, peak paving is to steelframe 2, platen surface is outside, separately closed type being just covered with hole die mould 600 steel holds outside the horizontal paving steelframe 2 of floor 8, and face, peak paving is to steelframe 2, platen surface is outside, and be separately fixed at steelframe 2 both sides with brill tail self threading pin 15, and overall two closed types be just covered with hole die mould 600 steel to hold inside and outside floor 8 connecting sewing adhesive plaster or sealant sealing good, template 12 brill tail self threading pin is held floor 9 be fixed in steelframe 2 through anti-porose 600 steel of die mould that spread of closed type, outwards run off with the foam cement that the pitch-row preventing 600 steel to hold floor leaks out, at steelframe 2 top with boring tail self threading pin 15 fixed mould support 10, after mould rack 10 is fixing, round steel pipe inserts the bottommost in its wall cavity through mould sleeve pipe, and be just covered with hole die mould 600 steel in two closed types and hold between floor 8 cast-in-place foam cement 1 in cavity, when foam cement 1 solidifies 30%-70%, rotate with shfting wrench and loosen round steel pipe top nut, round steel pipe and foam cement 1 bonding site are loosened, after integral foam cement 1 parches, to dismantle whole set of die 10, template 12, and be just covered with hole die mould 600 steel in two closed types and hold outside floor 8 respectively color steel Cement for walls foraminous support U-type groove 4, wire gauze is just being covered with hole die mould 600 paving with brill tail self threading pin 15 through two closed types respectively and is holding floor, brill to be pinned to inside and outside steelframe 2 in both sides, finally smear with concrete and receive wire gauze 5 and support porose U-type groove 4 with color steel Cement for walls, finally smearing with concrete receives on wire gauze, so that paint coating.
The preparation method embodiment four of warming plate foam cement cast-in-place hollow body of wall:
Be illustrated in figure 6 the structural representation of the preparation method specific embodiment six of warming plate foam cement cast-in-place hollow body of wall of the present invention, basis is placed steel in concrete foundation every a segment distance and is put built-in fitting, after the whole welded and installed of steelframe 2, counter for closed type hole die mould 600 steel that is covered with is held inside the horizontal paving steelframe 2 of floor 9, and platen surface paving is to steelframe 2, peak is towards outward, separately closed type being just covered with hole die mould 600 steel holds outside the horizontal paving steelframe 2 of floor 8, and platen surface paving is to steelframe 2, peak is towards outward, and be separately fixed at steelframe 2 both sides with brill tail self threading pin 15, and counter for unitary closed formula be covered with hole die mould 600 steel hold floor 9 and overall two closed types be just covered with hole die mould 600 steel hold floor 8 connecting sewing adhesive plaster or sealant sealing good, template 12 brill tail self threading pin is held floor be fixed in steelframe 2 through anti-porose 600 steel of die mould that spread of closed type, outwards run off with the foam cement that the pitch-row preventing porose 600 steel of positive and negative two closed type die mould to hold floor leaks out, at steelframe 2 top with boring tail self threading pin fixed mould support 10, after mould rack 10 is fixing, round steel pipe inserts the bottommost in its wall cavity through mould sleeve pipe, and to hold between floor in cavity at positive and negative two closed type porose die mould 600 steel, cast-in-place foam cement 1, after foam cement 1 is cast-in-place, when foam cement solidifies 30%-70%, rotate with shfting wrench and loosen round steel pipe top nut, round steel pipe and foam cement 1 bonding site are loosened, after integral foam cement 1 parches, to dismantle whole set of die 10, template 12, and hold outside floor respectively wall support U-type groove 4 at positive and negative two closed type porose die mould 600 steel, wire gauze is covered with hole die mould 600 paving with brill tail self threading pin 15 and holds floor through two closed types are counter respectively, brill to be pinned to inside and outside steelframe 2 in both sides, and smear with concrete and receive wire gauze and wall support U-type groove 4, finally smearing with concrete receives on wire gauze, so that paint coating.
The preparation method embodiment five of warming plate foam cement cast-in-place hollow body of wall:
Be illustrated in figure 3 the structural representation of the preparation method specific embodiment three of warming plate foam cement cast-in-place hollow body of wall of the present invention, basis is placed steel in concrete foundation every a segment distance and is put built-in fitting, after the whole welded and installed of steelframe 2, closed type is just being spread die mould 600 steel holds inside the horizontal paving steelframe 2 of floor 6, and face, peak paving is to steelframe 2, platen surface is outside, separately closed type just being spread die mould 600 steel holds outside the horizontal paving steelframe 2 of floor 6, and peak is towards steelframe 2, platen surface is outside, and be separately fixed at steelframe 2 both sides with brill tail self threading pin 15, and overall two die mould 600 steel to be held inside and outside floor connecting sewing adhesive plaster or sealant sealing good, at steelframe 2 top with boring tail self threading pin 15 fixed mould support 10, after mould rack 10 is fixing, round steel pipe inserts the bottommost in its wall cavity through mould sleeve pipe, and just spreading die mould 600 steel in two closed types and to hold between floor 6 cast-in-place foam cement 1 in cavity, when foam cement 1 solidifies 30%-70%, rotate with shfting wrench and loosen round steel pipe top nut, round steel pipe and foam cement 1 bonding site are loosened, after integral foam cement parches, to dismantle whole set of die 10, template 12, and just spreading die mould 600 steel in two closed types and hold outside floor 6 respectively wall support U-type groove 4, wire gauze 5 is just spreading die mould 600 paving with brill tail self threading pin 15 through two closed types respectively and is holding floor 7, brill to be pinned to inside and outside steelframe 2 in both sides, finally smear with concrete and receive wire gauze 5 and wall support U-type groove 4, finally smearing with concrete receives on wire gauze, so that paint coating.
The preparation method embodiment six of warming plate foam cement cast-in-place hollow body of wall:
Be illustrated in figure 7 the structural representation of the preparation method specific embodiment seven of warming plate foam cement cast-in-place hollow body of wall of the present invention, basis is placed steel in concrete foundation every a segment distance and is put built-in fitting, after the whole welded and installed of steelframe 2, wearing saddle pad with brill tail self threading pin is pinned to tile-type cement board 16 brill inside steelframe 2, separately closed type just being spread die mould 600 steel holds outside the horizontal paving steelframe 2 of floor 6, and peak is towards steelframe 2, platen surface is outside, and be fixed on outside steelframe 2 with brill tail self threading pin 15, and unitary closed formula just spreading die mould 600 steel hold floor 6 connecting sewing adhesive plaster or sealant sealing good, at steelframe 2 top with boring tail self threading pin 15 fixed mould support 10, after mould rack 10 is fixing, round steel pipe inserts the bottommost in its wall cavity through mould sleeve pipe, and just spreading die mould 600 steel in closed type and to hold between floor 6 and tile-type cement board 16 cast-in-place foam cement 1 in cavity, when foam cement 1 solidifies 30%-70%, rotate with shfting wrench and loosen round steel pipe top nut, round steel pipe and foam cement 1 bonding site are loosened, after integral foam cement parches, to dismantle whole set of die 10, and closed type just spreading die mould 600 steel hold outside floor 6 support U-type groove 4, wire gauze 5 is just spreading die mould 600 paving with brill tail self threading pin 15 through closed type and is holding floor 6, brill is pinned in outside steelframe 2, and wall support U-type groove 4 outside tile-type cement board 16, wire gauze bores tail self threading pin 15 and is pinned in outside steelframe 2 through tile-type cement board 16 brill, finally smearing with concrete receives on external and internal wall wire gauze, so that paint coating.
The preparation method embodiment seven of warming plate foam cement cast-in-place hollow body of wall:
Be illustrated in figure 8 the structural representation of the preparation method specific embodiment eight of warming plate foam cement cast-in-place hollow body of wall of the present invention, basis is placed steel in concrete foundation every a segment distance and is put built-in fitting, after the whole welded and installed of steelframe 2, saddle pad is worn with brill tail self threading pin 15, tile-type cement board 16 is bored to be pinned to inside steelframe 2, separately counter for closed type hole die mould 600 steel that is covered with is held outside the horizontal paving steelframe 2 of floor, and platen surface paving is to steelframe 2, peak is towards outward, and be separately fixed at outside steelframe 2 with brill tail self threading pin 15, and counter for unitary closed formula hole die mould 600 steel that is covered with is held floor connecting sewing adhesive plaster or sealant sealing is good, template 12 brill tail self threading pin is held floor be fixed in steelframe 2 through anti-porose 600 steel of die mould that spread of closed type, outwards run off with the foam cement that the pitch-row preventing 600 steel to hold floor leaks out, at steelframe 2 top with boring tail self threading pin 15 fixed mould support 10, mould rack 10 is fixed complete, round steel pipe inserts the bottommost in its wall cavity through mould sleeve pipe, and to hold between floor 8 and tile-type cement board 16 cast-in-place foam cement in cavity at anti-hole die mould 600 steel that is covered with of closed type, when foam cement solidifies 30%-70%, rotate with shfting wrench and loosen round steel pipe top nut, round steel pipe and foam cement 1 bonding site are loosened, after integral foam cement 1 parches, to dismantle whole set of die 10, template 12, and hold outside floor 9 at anti-hole die mould 600 steel that is covered with of closed type wire gauze 5 brill tail self threading pin 15 is held floor 9 and bores through anti-porose 600 steel of die mould that spread of closed type and be pinned in outside steelframe 2, wall support U-type groove 4 outside tile-type cement board 16, wire gauze 5 brill tail self threading pin 15 is pinned in outside steelframe 2 through tile-type cement board 16 brill, finally smearing with concrete receives on external and internal wall wire gauze, so that paint coating.
The preparation method embodiment eight of warming plate foam cement cast-in-place hollow body of wall:
Be illustrated in figure 9 the structural representation of the preparation method specific embodiment nine of warming plate foam cement cast-in-place hollow body of wall of the present invention, basis is placed steel in concrete foundation every a segment distance and is put built-in fitting, after the whole welded and installed of steelframe 2, wearing saddle pad with brill tail self threading pin is pinned to tile-type cement board 16 brill inside steelframe 2, separately closed type being just covered with hole die mould 600 steel holds outside the horizontal paving steelframe 2 of floor 8, and face, peak paving is to steelframe 2, platen surface is outside, and be fixed on outside steelframe 2 with brill tail self threading pin 15, and unitary closed formula be just covered with hole die mould 600 steel hold floor 8 connecting sewing adhesive plaster or sealant sealing good, template 12 is just being spread porose 600 steel of die mould with brill tail self threading pin 15 through closed type hold floor and be fixed in steelframe 2, outwards run off with the foam cement that the pitch-row preventing 600 steel to hold floor leaks out, at steelframe 2 top with boring tail self threading pin 15 fixed mould support 10, after mould rack 10 is fixing, round steel pipe inserts the bottommost in its wall cavity through mould sleeve pipe, and be just covered with hole die mould 600 steel in closed type and hold between floor 8 and tile-type cement board 16 cast-in-place foam cement 1 in cavity, when foam cement 1 solidifies 30%-70%, rotate with shfting wrench and loosen round steel pipe top nut, round steel pipe and foam cement 1 bonding site are loosened, after integral foam cement 1 parches, to dismantle whole set of die 10, template 12, and be just covered with hole die mould 600 steel in closed type and hold outside floor 8 wall support U-type groove 4, wire gauze brill tail self threading pin 15 is just being covered with hole die mould 600 paving through closed type and is holding floor, brill is pinned in outside steelframe 2, wall support U-type groove 4 outside tile-type cement board 16, wire gauze 5 brill tail self threading pin 15 is pinned in outside steelframe 2 through tile-type cement board 16 brill, finally smearing with concrete receives on external and internal wall wire gauze, so that paint coating.
The preparation method embodiment nine of warming plate foam cement cast-in-place hollow body of wall:
Be illustrated in figure 9 the structural representation of the preparation method specific embodiment nine of warming plate foam cement cast-in-place hollow body of wall of the present invention, basis is placed steel in concrete foundation every a segment distance and is put built-in fitting, after the whole welded and installed of steelframe 2, saddle pad is worn with brill tail self threading pin, tile-type perforated glass steel plate 17 is bored to be pinned to inside steelframe 2, separately tile-type perforated glass steel plate 17 being bored is pinned to outside steelframe 2, and overall two tile-type perforated glass steel plate connecting sewing adhesive plasters or sealant sealing good, at steelframe 2 top with boring tail self threading pin fixed mould support 10, after mould rack 10 is fixing, round steel pipe inserts the bottommost in its wall cavity through mould sleeve pipe, and between two tile-type glass epoxies in cavity, cast-in-place foam cement 1, when foam cement solidifies 30%-70%, rotate with shfting wrench and loosen round steel pipe top nut, round steel pipe and foam cement 1 bonding site are loosened, after integral foam cement 1 parches, to dismantle whole set of die 10, template 12 and outside tile-type perforated glass steel plate support U-type groove 4, wire gauze 5 to bore respectively through tile-type perforated glass steel plate with brill tail self threading pin 15 and to be pinned to inside and outside steelframe 2 in both sides, finally smearing with concrete receives on external and internal wall wire gauze 5, so that paint coating.
The preparation method embodiment ten of warming plate foam cement cast-in-place hollow body of wall:
Be illustrated in figure 2 in the structural representation of the preparation method specific embodiment two of warming plate foam cement cast-in-place hollow body of wall of the present invention, basis is placed steel in concrete foundation every a segment distance and is put built-in fitting, after the whole welded and installed of steelframe 2, metallic carved for die mould polyurethane composite plate 14 brill tail self threading pin 15 is fixed on outside steelframe 2, and closed type is just being spread die mould 600 steel hold inside the horizontal paving steelframe 2 of floor 6, and peak is towards interior, platen surface is bored tail self threading pin 15 to external application and is fixed in inside steelframe 2, and metallic carved for die mould polyurethane composite plate and closed type just spreading die mould 600 steel to hold inside and outside floor 6 connecting sewing adhesive plaster or sealant sealing good, at steelframe 2 top with boring tail self threading pin 15 fixed mould support 10, after mould rack is fixing, round steel pipe inserts the bottommost in its wall cavity through mould sleeve pipe, and just spreading die mould 600 steel in metallic carved polyurethane composite plate 14 and closed type and to hold between floor 6 cast-in-place foam cement 1 in cavity, when foam cement 1 solidifies 30%-70%, rotate with shfting wrench and loosen round steel pipe top nut, round steel pipe and foam cement 1 bonding site are loosened, after integral foam cement 1 parches, to dismantle whole set of die 10, and in outer 14 sides of the metallic carved metal polyurethane composite plate of die mould wall support U-type groove 4, wire gauze 5 brill tail self threading pin 15 is pinned in outside steelframe 2 through metallic carved Rigid foam polyurethane 14 brill of die mould, and just spreading die mould 600 steel in closed type and hold outside floor 6 wall support U-type groove 4, wire gauze 5 is just spreading die mould 600 steel with brill tail self threading pin 15 through closed type and is holding floor 6 and bore and be pinned in inside steelframe 2, finally smear with concrete and receive wire gauze 5 so that paint coating or finishing.
The preparation method embodiment 11 of warming plate foam cement cast-in-place hollow body of wall:
Be the structural representation of the preparation method specific embodiment 11 of warming plate foam cement cast-in-place hollow body of wall of the present invention as shown in figure 11, basis is placed steel in concrete foundation every a segment distance and is put built-in fitting 2, hollow circular-tube 13 is welded on steelframe 2 center cavity place, two hollow circular-tube 13 spacing are 100mm, after hollow circular-tube 13 is fixing, rock wool composite insulation board 3 brill tail nail 15 is fixed on outside steelframe 2, and inside horizontal for tile-type perforated glass steel plate 17 paving steelframe 2, be fixed in inside steelframe 2 with brill tail self threading pin 15, and color for overall two die moulds steel rock wool-steel plywood 3, and two connecting sewing adhesive plaster inside and outside tile-type perforated glass steel plate 17 or sealant sealing good, and between rock wool composite insulation board 3 and tile-type perforated glass steel plate 17 in cavity, cast-in-place foam cement 1, after integral foam cement 1 parches, and wall support U-type groove 4, wire gauze 5 to bore respectively through rock wool composite insulation board 3 and tile-type perforated glass steel plate 17 with brill tail self threading pin 15 and to be pinned to inside and outside steelframe 2 in both sides, finally smear with concrete and receive wire gauze 5, so that paint coating or finishing.
The preparation method embodiment 12 of warming plate foam cement cast-in-place hollow body of wall:
Be in the structural representation of the preparation method specific embodiment 12 of warming plate foam cement cast-in-place hollow body of wall of the present invention as shown in figure 12, basis is placed steel in concrete foundation every a segment distance and is put built-in fitting, after the whole welded and installed of steelframe 2, hollow circular-tube 13 is welded on steelframe 2 center cavity place, two hollow circular-tube 13 spacing are 100mm, after hollow circular-tube 13 is fixing, metallic carved for die mould polyurethane composite plate 14 brill nail 15 is fixed on outside steelframe 2, and inside horizontal for tile-type cement board 16 paving steelframe 2, be fixed in inside steelframe 2 with brill tail self threading pin 15, and connecting sewing adhesive plaster inside and outside the metallic carved polyurethane composite plate of overall two die mould and two tile-type cement boards 16 or sealant sealing good, and between metallic carved polyurethane composite plate 12 and tile-type cement board 16 cast-in-place foam cement 1 in cavity, after integral foam cement 1 parches, and wall support U-type groove 4, wire gauze 5 brill tail self threading pin 15 is pinned in outside steelframe 2 through tile-type cement board 16 brill, and wire gauze brill tail self threading pin is pinned in inside steelframe 2 through tile-type cement board 16 brill, finally smear with concrete and receive external and internal wall wire gauze, so that paint coating or finishing.
The preparation method embodiment 13 of warming plate foam cement cast-in-place hollow body of wall:
Be the structural representation of the preparation method specific embodiment 13 of warming plate foam cement cast-in-place hollow body of wall of the present invention as shown in figure 13, basis is placed steel in concrete foundation every a segment distance and is put built-in fitting, after the whole welded and installed of steelframe 2, hollow circular-tube 13 is welded on steelframe 2 center cavity place, two hollow circular-tube 13 spacing are 100mm, after hollow circular-tube 13 is fixing, closed type is just being spread die mould 600 steel holds inside the horizontal paving steelframe 2 of floor 6, and face, peak paving is to steelframe 2, platen surface is outside, separately closed type just being spread die mould 600 steel holds outside the horizontal paving steelframe 2 of floor 6, and peak is towards steelframe 2, platen surface is outside, and be separately fixed at steelframe 2 both sides with brill tail self threading pin 15, and overall two die mould 600 steel to be held inside and outside floor connecting sewing adhesive plaster or sealant sealing good, and just spreading die mould 600 steel in two closed types and to hold between floor 6 cast-in-place foam cement 1 in cavity, after integral foam cement parches, and just spreading die mould 600 steel in two closed types and hold outside floor 6 respectively wall support U-type groove 4, wire gauze 5 is just spreading die mould 600 paving with brill tail self threading pin 15 through two closed types respectively and is holding floor 7, brill to be pinned to inside and outside steelframe 2 in both sides, finally smear with concrete and receive wire gauze 5, so that paint coating or finishing.
The preparation method embodiment 14 of warming plate foam cement cast-in-place hollow body of wall:
Be the structural representation of the preparation method specific embodiment 14 of warming plate foam cement cast-in-place hollow body of wall of the present invention as shown in figure 14, basis is placed steel in concrete foundation every a segment distance and is put built-in fitting, after the whole welded and installed of steelframe 2, hollow circular-tube 13 is welded on steelframe 2 center cavity place, two hollow circular-tube 13 spacing are 100mm, after hollow circular-tube 13 is fixing, counter for closed type hole die mould 600 steel that is covered with is held inside the horizontal paving steelframe 2 of floor 8, and platen surface paving is to steelframe 2, peak is towards outward, separately counter for closed type hole die mould 600 steel that is covered with is held outside the horizontal paving steelframe 2 of floor, and platen surface paving is to steelframe 2, peak is towards outward, and be separately fixed at steelframe 2 both sides with brill tail self threading pin 15, and counter for overall two closed types be covered with hole die mould 600 steel to hold inside and outside floor connecting sewing adhesive plaster or sealant sealing good, template 12 brill tail self threading pin is held floor be fixed in steelframe 2 through anti-porose 600 steel of die mould that spread of closed type, outwards run off with the foam cement that the pitch-row preventing 600 steel to hold floor leaks out, and to hold between floor cast-in-place foam cement in cavity at anti-die mould 600 steel that spreads of two closed types, after integral foam cement 1 parches, to dismantle template 12, and just spreading die mould 600 steel in two closed types and hold and outside floor, wire gauze 5 is just being spread die mould 600 steel with brill tail self threading pin 15 through two closed types respectively and hold floor and bore and to be pinned to inside and outside steelframe 2 in both sides, finally smear with concrete and receive wire gauze 5, so that paint coating or finishing.
The preparation method embodiment 15 of warming plate foam cement cast-in-place hollow body of wall:
Be the structural representation of the preparation method specific embodiment 15 of warming plate foam cement cast-in-place hollow body of wall of the present invention as shown in figure 15, basis is placed steel in concrete foundation every a segment distance and is put built-in fitting, after the whole welded and installed of steelframe 2, hollow circular-tube 13 is welded on steelframe 2 center cavity place, two hollow circular-tube 13 spacing are 100mm, after hollow circular-tube 13 is fixing, closed type is just being covered with hole die mould 600 steel holds inside the horizontal paving steelframe 2 of floor 8, and face, peak paving is to steelframe 2, platen surface is outside, separately closed type being just covered with hole die mould 600 steel holds outside the horizontal paving steelframe 2 of floor 8, and face, peak paving is to steelframe 2, platen surface is outside, and be separately fixed at steelframe 2 both sides with brill tail self threading pin 15, and overall two closed types be just covered with hole die mould 600 steel to hold inside and outside floor 8 connecting sewing adhesive plaster or sealant sealing good, template 12 brill tail self threading pin is held floor be fixed in steelframe 2 through anti-porose 600 steel of die mould that spread of closed type, outwards run off with the foam cement that the pitch-row preventing 600 steel to hold floor leaks out, and be just covered with hole die mould 600 steel in two closed types and hold between floor 8 cast-in-place foam cement 1 in cavity, after integral foam cement 1 parches, to dismantle mould 10, and be just covered with hole die mould 600 steel in two closed types and hold outside floor 8 respectively color steel Cement for walls foraminous support U-type groove 4, wire gauze is just being covered with hole die mould 600 paving with brill tail self threading pin 15 through two closed types respectively and is holding floor, brill to be pinned to inside and outside steelframe 2 in both sides, finally smear with concrete and receive wire gauze 5 and wall support U-type groove 4, so that paint coating or finishing.
The preparation method embodiment 16 of warming plate foam cement cast-in-place hollow body of wall:
Be the structural representation of the preparation method specific embodiment 16 of warming plate foam cement cast-in-place hollow body of wall of the present invention as shown in figure 16, basis is placed steel in concrete foundation every a segment distance and is put built-in fitting, after the whole welded and installed of steelframe 2, hollow circular-tube 13 is welded on steelframe 2 center cavity place, two hollow circular-tube 13 spacing are 100mm, after hollow circular-tube 13 is fixing, counter for closed type hole die mould 600 steel that is covered with is held inside the horizontal paving steelframe 2 of floor, and platen surface paving is to steelframe 2, peak is towards outward, separately closed type being just covered with hole die mould 600 steel holds outside the horizontal paving steelframe 2 of floor 8, and platen surface paving is to steelframe 2, peak is towards outward, and be separately fixed at steelframe 2 both sides with brill tail self threading pin 15, and counter for overall two closed types be covered with hole die mould 600 steel hold floor and overall two closed types be just covered with hole die mould 600 steel hold floor 8 connecting sewing adhesive plaster or sealant sealing good, template 12 brill tail self threading pin is held floor be fixed in steelframe 2 through anti-porose 600 steel of die mould that spread of closed type, outwards run off with the foam cement that the pitch-row preventing 600 steel to hold floor leaks out, and to hold between floor 10 in cavity at anti-hole die mould 600 steel that is covered with of two closed types, cast-in-place foam cement 1, after integral foam cement 1 parches, to dismantle a whole set of template 12, and hold outside floor 10 respectively wall support U-type groove 4 at anti-hole die mould 600 steel that is covered with of two closed types, wire gauze 5 spreads closed pore die mould 600 paving with brill tail self threading pin 15 and holds floor through two closed types are counter respectively, brill to be pinned to inside and outside steelframe 2 in both sides, finally smear with concrete and receive wire gauze 5, so that paint coating or finishing.
Claims (17)
1. the preparation method of warming plate foam cement cast-in-place hollow body of wall, its feature is: basis is placed steel in concrete foundation every a segment distance and put built-in fitting, after the whole welded and installed of steelframe 2, rock wool composite insulation board 3 brill tail nail 15 is fixed on outside steelframe 2, and closed type is just being covered with hole die mould 600 steel holds floor 8, inside horizontal paving steelframe 2, and peak is towards interior, platen surface is outside, be fixed in inside steelframe 2 with brill tail self threading pin 15, and overall rock wool-steel plywood 3, and closed type be just covered with hole die mould 600 steel to hold inside and outside floor 8 connecting sewing adhesive plaster or sealant sealing good, template 12 is just being covered with hole die mould 600 steel with brill tail self threading pin 15 through closed type hold floor 8 and be fixed on the foam cement 1 leaked out with the pitch-row preventing 600 shaped steel to hold floor in steelframe 2 and outwards run off, at steelframe 2 top with boring tail self threading pin 15 fixed mould 10, after mould 10 is fixing, round steel pipe inserts the bottommost in its wall cavity through mould sleeve pipe, and be just covered with hole die mould 600 steel at rock wool composite insulation board 3 and closed type and hold between floor 8 cast-in-place foam cement 1 in cavity, when foam cement 1 solidifies 30%-70%, rotate with survivor of a murder attempt's wrench and loosen mould 10 round steel pipe top nut, round steel pipe and foam cement 1 bonding site are loosened, after integral foam cement 1 parches, to dismantle whole set of die 10, template 12, and be just covered with hole die mould 600 steel in closed type and hold outside floor 8 wall support U-type groove 4, wire gauze 5 is just being covered with hole die mould 600 steel with brill tail self threading pin 15 through rock wool composite insulation board 3 and closed type and is holding floor 8 and bore respectively and to be pinned to inside and outside steelframe 2 in both sides, finally smear with concrete and receive wire gauze 5 with in wall support U-type groove 4, so that paint coating or finishing.
2. require the preparation method of described warming plate foam cement cast-in-place hollow body of wall according to right 1, it is characterized in that: jag part is wide, narrow base shape is that closed type die mould 600 steel of del holds floor 8 and can be the various compression color steel plate close with its template.
3. the preparation method of warming plate foam cement cast-in-place hollow body of wall according to claim 1, is characterized in that: closed type porose die mould 600 steel bearing plate 8 is the porose sheet metal of various die mould and the porose sheet metal of various non-die moulds.
4. the preparation method of warming plate foam cement cast-in-place hollow body of wall according to claim 1, is characterized in that: the installation that circular hole mould 10 is applicable to various cast-in-situ wall insulation material makes.
5. the preparation method of warming plate foam cement cast-in-place hollow body of wall according to claim 1, is characterized in that: circular hole mould 10 is hollow circular-tube 13.
6. require the preparation method of described warming plate foam cement cast-in-place hollow body of wall according to right 1, it is characterized in that: die mould color steel rock wool heat-preservation composite plate 3 is the color steel clamp core thermal insulating composite panel such as metallic carved plate 14, color steel polyurethane thermal insulating composite panel.
7. require the preparation method of described warming plate foam cement cast-in-place hollow body of wall according to right 1, it is characterized in that: it is slotted eye distance, square opening distance that closed type porose die mould 600 steel holds floor 8 pitch-row.
8. require the preparation method of described warming plate foam cement cast-in-place hollow body of wall according to right 1, it is characterized in that: circular hole mould 11 is elliptical aperture hole tool, square opening tool.
9. require the preparation method of described warming plate foam cement cast-in-place hollow body of wall according to right 1, it is characterized in that: wall support U-type groove 4 shape is L font, yi word pattern.
10. require the preparation method of described warming plate foam cement cast-in-place hollow body of wall according to right 1, it is characterized in that: wall support U-type groove 4 material is plastic-steel material, glass steel material, cement products material.
11. require the preparation method of described warming plate foam cement cast-in-place hollow body of wall according to right 1, it is characterized in that: haydite concrete is foam cement, sandstone concrete, polyphenyl is alkene particle concrete, vitreous pearlite concrete, foam glass concrete, foamed ceramics concrete, glass bead concrete, foam cement haydite concrete, foam cement sandstone concrete, foamed polystyrene concrete, foam cement glass bead concrete, foam cement micropore acid calcium concrete, foam cement expanded perlite concrete, foam cement glass microballoon concrete, the insulation such as foam cement expanded vermiculite concrete material.
12. require the preparation method of described warming plate foam cement cast-in-place hollow body of wall according to right 1, it is characterized in that: circular hole mould 10 is open circles steel pipe tubing, hollow square steel pipe tubing, the hollow side's plastic pipe material of open circles plastic pipe material.
13. require the preparation method of described warming plate foam cement cast-in-place hollow body of wall according to right 1, it is characterized in that closed type porose die mould 600 steel holds floor 8 for various die mould cement board sheet material, and various non-die mould cement board sheet material.
The preparation method of 14. warming plate foam cement cast-in-place hollow bodies of wall according to claim, is characterized in that closed type porose die mould 600 steel holds floor 8 for various die mould calcium carbonate cement board sheet material, and various non-die mould calcium carbonate water mud plate sheet material.
15. require the preparation method of described warming plate foam cement cast-in-place hollow body of wall according to right 1, it is characterized in that closed type porose die mould 600 steel holds floor 8 for various extruded glass steel watts 17 and various non-die mould glass steel tile 17.
16. require the preparation method of the warming plate foam cement cast-in-place hollow body of wall described in 1 according to right 1, it is characterized in that the color steel rock wool composite insulation board 3 of die mould is for the color steel warming plate of various die mould and the color steel warming plate of various non-die mould.
17. require the preparation method of the warming plate foam cement cast-in-place hollow body of wall described in 1 according to right 1, it is characterized in that: template 12 is received closed type porose die mould 600 steel hold both sides inside and outside floor for being smeared with thermal insulation mortar EPS plate iron wire hanging net, and thermal insulation mortar EPS plate parches the cast-in-place foam cement of its wall cavity backward.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201410469328.8A CN105464255A (en) | 2014-04-15 | 2014-09-08 | Production method of insulation-board foaming-cement cast-in-situ hollow wall |
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2014201794263 | 2014-04-15 | ||
CN201420179426 | 2014-04-15 | ||
CN201410469328.8A CN105464255A (en) | 2014-04-15 | 2014-09-08 | Production method of insulation-board foaming-cement cast-in-situ hollow wall |
Publications (1)
Publication Number | Publication Date |
---|---|
CN105464255A true CN105464255A (en) | 2016-04-06 |
Family
ID=55602371
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201410469328.8A Pending CN105464255A (en) | 2014-04-15 | 2014-09-08 | Production method of insulation-board foaming-cement cast-in-situ hollow wall |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN105464255A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107227801A (en) * | 2017-07-19 | 2017-10-03 | 北京城建七建设工程有限公司 | A kind of magnetic-adsorption nail, magnetic-adsorption insulation floor support plate system and its construction method |
WO2018023353A1 (en) * | 2016-08-01 | 2018-02-08 | 李光富 | Vertically divided mold round pipe |
CN110374254A (en) * | 2019-05-29 | 2019-10-25 | 北京工业大学 | The plug-in composite wallboard structure of assembled basalt fibre regeneration concrete and production method |
Citations (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2161512A (en) * | 1984-06-05 | 1986-01-15 | Yoshiro Watanabe | Wall panel of concrete blocks |
JPH05293811A (en) * | 1992-04-19 | 1993-11-09 | Suteo Kotani | Manufacture of ceramic panel body for wooden, structural steel and lightweight house |
CN1216332A (en) * | 1997-11-04 | 1999-05-12 | 刘方俊 | Formwork and its use method in building construction and outside decoration |
US6412243B1 (en) * | 1997-04-30 | 2002-07-02 | Franklin S. Sutelan | Ultra-lite modular composite building system |
CN2583234Y (en) * | 2002-07-05 | 2003-10-29 | 邱则有 | On site pouring reinforced concrete hollow cavity shearing wall |
CN2739288Y (en) * | 2004-07-21 | 2005-11-09 | 高四柱 | Mould for producing flyash cast-in-place integral hollow wallboard |
JP2008223232A (en) * | 2007-03-08 | 2008-09-25 | Yuka Sansho Kenzai Kk | Partition plate and partition wall |
CN101333830A (en) * | 2008-07-04 | 2008-12-31 | 欧阳文皇 | Wall possessing heat insulation performance and method of manufacture |
CN101858143A (en) * | 2010-07-09 | 2010-10-13 | 徐学文 | Mold pipe building construction technology |
CN201991140U (en) * | 2011-01-13 | 2011-09-28 | 唐金元 | S-shaped reinforcing mesh and hollow energy-saving wall surface |
CN102235054A (en) * | 2010-04-30 | 2011-11-09 | 万恒 | Cast lightweight anti-cracking inner wallboard |
CN102261143A (en) * | 2010-07-16 | 2011-11-30 | 刘令 | Wall manufactured by casting foamed cement among profiled color steel plates in place and manufacturing method thereof |
-
2014
- 2014-09-08 CN CN201410469328.8A patent/CN105464255A/en active Pending
Patent Citations (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2161512A (en) * | 1984-06-05 | 1986-01-15 | Yoshiro Watanabe | Wall panel of concrete blocks |
JPH05293811A (en) * | 1992-04-19 | 1993-11-09 | Suteo Kotani | Manufacture of ceramic panel body for wooden, structural steel and lightweight house |
US6412243B1 (en) * | 1997-04-30 | 2002-07-02 | Franklin S. Sutelan | Ultra-lite modular composite building system |
CN1216332A (en) * | 1997-11-04 | 1999-05-12 | 刘方俊 | Formwork and its use method in building construction and outside decoration |
CN2583234Y (en) * | 2002-07-05 | 2003-10-29 | 邱则有 | On site pouring reinforced concrete hollow cavity shearing wall |
CN2739288Y (en) * | 2004-07-21 | 2005-11-09 | 高四柱 | Mould for producing flyash cast-in-place integral hollow wallboard |
JP2008223232A (en) * | 2007-03-08 | 2008-09-25 | Yuka Sansho Kenzai Kk | Partition plate and partition wall |
CN101333830A (en) * | 2008-07-04 | 2008-12-31 | 欧阳文皇 | Wall possessing heat insulation performance and method of manufacture |
CN102235054A (en) * | 2010-04-30 | 2011-11-09 | 万恒 | Cast lightweight anti-cracking inner wallboard |
CN101858143A (en) * | 2010-07-09 | 2010-10-13 | 徐学文 | Mold pipe building construction technology |
CN102261143A (en) * | 2010-07-16 | 2011-11-30 | 刘令 | Wall manufactured by casting foamed cement among profiled color steel plates in place and manufacturing method thereof |
CN201991140U (en) * | 2011-01-13 | 2011-09-28 | 唐金元 | S-shaped reinforcing mesh and hollow energy-saving wall surface |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2018023353A1 (en) * | 2016-08-01 | 2018-02-08 | 李光富 | Vertically divided mold round pipe |
CN107227801A (en) * | 2017-07-19 | 2017-10-03 | 北京城建七建设工程有限公司 | A kind of magnetic-adsorption nail, magnetic-adsorption insulation floor support plate system and its construction method |
CN107227801B (en) * | 2017-07-19 | 2023-11-21 | 北京城建七建设工程有限公司 | Magnetic adsorption nail, magnetic adsorption heat-preservation building carrier plate system and construction method thereof |
CN110374254A (en) * | 2019-05-29 | 2019-10-25 | 北京工业大学 | The plug-in composite wallboard structure of assembled basalt fibre regeneration concrete and production method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN203939160U (en) | A kind of composite fireproof thermal insulation concrete body of wall | |
CN103266686B (en) | Inflatable skeleton filling wall | |
CN104775554A (en) | Die plate dismantling-free cast-in-place concrete partition wall and construction method thereof | |
CN105464255A (en) | Production method of insulation-board foaming-cement cast-in-situ hollow wall | |
CN202658772U (en) | Light-core reinforced concrete wall | |
CN206916977U (en) | A kind of steel wire net rack composite insulation boards | |
CN103669707A (en) | Light composite prefabricated wallboard for house and preparation method thereof | |
CN102465570A (en) | Novel insulation board and use method thereof | |
CN208347116U (en) | A kind of heat insulation integrated template of construction wall | |
CN205502373U (en) | Evaporate and press whole wallboard that keeps warm of aerated concrete | |
CN105178503A (en) | Prefabricated external insulation wallboard | |
CN102261143B (en) | Wall manufactured by casting foamed cement among profiled color steel plates in place and manufacturing method thereof | |
CN209854976U (en) | Assembled heat preservation brickwork wall | |
CN205713078U (en) | A kind of outer wall of basement vertical post-cast strip side mold device | |
CN102182312A (en) | Construction method of armoured foam concrete heat-insulation wall body | |
CN203684522U (en) | Lightweight composite prefabricated wall plate for house | |
CN203977687U (en) | 3D multifunction energy-saving Light trabs | |
CN201981743U (en) | Heat insulating board for outer wall of building | |
CN201933625U (en) | Novel insulation board | |
CN204626772U (en) | A kind of rapidly-assembled double L-shaped lightweight inner partition wall plate | |
CN211690962U (en) | Assembled keeps warm and decorates integrative outer wallboard and connected node | |
CN211523625U (en) | Wall heat-insulating fireproof waterproof composite system for building | |
CN203270854U (en) | Inflatable skeleton filler wall sprayed and plastered on spot | |
CN202899343U (en) | Composite wall body formed by foam concrete self-insulation modules with built-in cores | |
CN202689223U (en) | Oblique insertion steel wire mesh rack rock wool board |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
DD01 | Delivery of document by public notice | ||
DD01 | Delivery of document by public notice |
Addressee: Liu Ling Document name: Deemed withdrawal notice |
|
WD01 | Invention patent application deemed withdrawn after publication | ||
WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20160406 |