CN104405062A - Integrated column-equipped heat preservation wallboard, production and building techniques and matched equipment - Google Patents
Integrated column-equipped heat preservation wallboard, production and building techniques and matched equipment Download PDFInfo
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- CN104405062A CN104405062A CN201410587827.7A CN201410587827A CN104405062A CN 104405062 A CN104405062 A CN 104405062A CN 201410587827 A CN201410587827 A CN 201410587827A CN 104405062 A CN104405062 A CN 104405062A
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- insulation wall
- wall plate
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- 238000000034 method Methods 0.000 title claims abstract description 40
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 13
- 238000004321 preservation Methods 0.000 title abstract description 5
- 239000004567 concrete Substances 0.000 claims abstract description 36
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 30
- 238000010276 construction Methods 0.000 claims abstract description 30
- 239000010959 steel Substances 0.000 claims abstract description 30
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 7
- 230000002787 reinforcement Effects 0.000 claims abstract 6
- 238000009413 insulation Methods 0.000 claims description 68
- 230000003014 reinforcing effect Effects 0.000 claims description 35
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 12
- 239000006260 foam Substances 0.000 claims description 10
- 239000004568 cement Substances 0.000 claims description 8
- 238000005516 engineering process Methods 0.000 claims description 8
- 239000000725 suspension Substances 0.000 claims description 8
- 238000009415 formwork Methods 0.000 claims description 7
- 125000006850 spacer group Chemical group 0.000 claims description 7
- 229910052742 iron Inorganic materials 0.000 claims description 6
- 210000003205 muscle Anatomy 0.000 claims description 6
- 238000005476 soldering Methods 0.000 claims description 6
- 239000012530 fluid Substances 0.000 claims description 5
- 230000001105 regulatory effect Effects 0.000 claims description 5
- 238000003892 spreading Methods 0.000 claims description 5
- 238000005266 casting Methods 0.000 claims description 4
- 239000002002 slurry Substances 0.000 claims description 4
- 239000011324 bead Substances 0.000 claims description 3
- 239000011810 insulating material Substances 0.000 claims description 3
- 230000005611 electricity Effects 0.000 claims description 2
- 239000003365 glass fiber Substances 0.000 claims description 2
- 239000011505 plaster Substances 0.000 claims description 2
- 229920006389 polyphenyl polymer Polymers 0.000 claims description 2
- 238000003466 welding Methods 0.000 claims description 2
- 238000005304 joining Methods 0.000 claims 3
- 238000005520 cutting process Methods 0.000 claims 1
- -1 electricity Substances 0.000 claims 1
- 239000000463 material Substances 0.000 abstract description 6
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 3
- 230000021615 conjugation Effects 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 239000011449 brick Substances 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000009408 flooring Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 239000004071 soot Substances 0.000 description 1
- 239000002912 waste gas Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
- E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
- E04C2/288—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Building Environments (AREA)
Abstract
The invention aims to overcome the complicated techniques of pillar form erecting and pouring and specially provides a production technique and a building technique of an integrated column-equipped heat preservation wallboard. The techniques include the following steps: firstly, during production, a pillar steel reinforcement cage and an integrated heat preservation wallboard steel reinforcement net frame are respectively fabricated and then are connected through steel bars. According to the column-equipped heat preservation wallboard, the production technique and the building technique, the multiple construction processes such as wall building, wall whitewashing, external thermal conservation and pouring are omitted; more material, supplies and labor hours are saved, and a large amount of electric power and water resource are saved. According to estimation, for every hundred square meters of a building, 4 tons of water is saved, 100 Kilowatt hours are saved, 10 tons of concrete is saved, 60 labor hours is saved, the construction cost of the building is reduced by one third, and the construction duration is brought forward by a half.
Description
One, technical field
The present invention relates to walling to produce and construction process, particularly unitary strip post heat-insulation wall plate and production construction process.
Two, background technology
Now under construction, no matter be brick mix structure, frame construction or wall plate structure, all adopt the technique of cast beam, post, this technique has following shortcoming in construction: 1, need a large amount of templates, Zhi Mu and material.2, time-consuming, complex process, restriction duration.
Three, summary of the invention
The present invention is in order to overcome complicated technologies such as building now central post, formwork, cast, and spy proposes unitary strip post heat-insulation wall plate and production technology and construction process
First the present invention is achieved in that, when producing, carries out pillar reinforcing cage respectively, integral heat insulation reinforcing steel bars of wallboards rack, the two with bar connecting, leaves gap.When stand is smeared after trigger completes bottom concrete in the baffle plate frame of ground, the reinforcing cage combined and bar frame are placed on concrete, and bottom surface reinforcing cage, bar frame bottom are shaken in concrete, afterwards, when doing insulation layer, dividing plate is put at reinforcing cage and bar frame gap, heat insulating material, as foam cement, foam beads slurry pour in bar frame by certain thickness, must not flow in pillar reinforcing cage, after insulation layer solidifies, take out the dividing plate between reinforcing cage and bar frame, if make dividing plate with cement plate, do not need to take out.Finally, spread surface concrete layer with panel spreading and applying machine stand, according to heat preservation plate materials such as bar frame polyphenyl foam plates, slightly solidifying after the bottom concrete that shakes, can directly on layer of concrete above.The unitary strip post heat-insulation wall plate surrounding dew bar connecting head made, peripheral band groove, the reinforcing bar of the reinforcing cage in the top and bottom of pillar will grow concrete surface, and the reinforcing bar of the top and bottom of pillar also can pre-buried attaching nut.
Unitary strip post heat-insulation wall plate can adopt unsettled cast connection method, half unsettled cast connection method and Plate Welding connection method with basis, post when being connected:
1, unsettledly build connection method: when completing soon in basis, put (mistake) beam steel cage time, in reinforcing cage, put into spacer, spacing is suitable, is highly same as lintel.Unitary strip post heat-insulation wall plate hangs on spacer, put on right position, fix support regulating bracket, adjust verticality, post two end bar is welded with lintel reinforcing cage and bottom column muscle or is connected, integral heat insulation wallboard upper and lower side bar connecting head welds with upper and lower lintel reinforcing cage respectively, and cope match-plate pattern fluid concrete, charging aperture was higher than depth of beam.If during cast roof, end face will exceed above lintel, unitary strip post heat-insulation wall plate bottom surface 1-2 centimetre.
2, half unsettled casting: first pour into a mould the lintel sections except post muscle, roof sections, plaster after to be solidified, then hang on unitary strip post heat-insulation wall plate, make unitary strip post insulated wall sheet-pile muscle connector weld with foundation pole rib or be connected, cope match-plate pattern fluid concrete again, charging aperture is higher than pouring section.
3, Plate Welding method: unitary strip post heat-insulation wall plate also can adopt the upper and lower end face pre-embedded steel slab of post when producing, lay stand, unitary strip post heat-insulation wall plate place on basis and smear mortar ash, unitary strip post heat-insulation wall plate hangs on basis, pre-embedded steel slab alignment on post lower end steel plate and basis, steel plate can not there is husky ash, upper support regulating bracket, correction, vertical wallboard, the Plate Welding on the steel plate of post lower end and basis.
Unitary strip post heat-insulation wall plate, the connection of adjacent two blocks of wallboards can adopt conjugation and 45 degree of connection methods:
1, conjugation: the end face of unitary strip post heat-insulation wall plate is to side end face, or post side end face coupled columns surface shape being aligned connects, T-shaped connects, right angle connects, and stay suitable gap, with soldering iron, each connector is welded, gap pea gravel concreten tamps.
2,45 degree of connection methods: miter angle can be made when producing in two pieces, unitary strip post insulated wall board house angle, synthesize an angle of 90 degrees during construction and installation, form corner post, stay suitable gap, with soldering iron, each connector is welded, gap note sand-stone concrete.
After unitary strip post heat-insulation wall plate installs completion, cast-in-place topmast mould adopts lintel poling formwork method:
Lintel poling formwork method: this method is lintel two side template, by certain altitude, the lower 3 centimeters of places's (two-layer template is thick) in bottom surface, cast-in-place top excavate numerous hole at a certain distance, size can be as the criterion through shelf pipe plastic pipe sleeve, plastic pipe sleeve through lintel reinforcing cage, wall two side template is put on, then shelf pipe is penetrated, shelf pipe stretches out 1 meter outside wall, the other end inserts in the lintel pattern hole on abutment wall, spacer on plastic pipe sleeve underlay in lintel reinforcing cage, in order to support shelves pipe, shelf pipe is in outer suitable position boring within the walls, latch, fixing reinforcing cage two side template, the inboard template of reinforcing cage and inside wall formwork will lower than exterior sheathing cast-in-place heights of roofs and template thickness, side adds some wood under the tube, at the wide template bar of shelf Guan Shangshun pipe pad 5 centimeters, again in lath upper berth template, carry out cement casting.After concrete setting, remove Zhi Mu, lath, latch, take out shelf pipe, go template, plugging hole.Shelf pipe goes out 1 meter to do construction exterior rack and eaves falsework.
Unitary strip post heat-insulation wall plate, through solidifying maintenance, will carry out hoisting transportation, but because weight is large, volume is greatly not easily moved from place when playing plate, wallboard welds suspension ring time-consuming, the pre-buried lifting part when making, not only time-consuming, when producing, mold is not easy to operate.Convenient in order to play wallboard handling, spy has invented the trigger matched, play trigger and have two groups of crossbeams, one of two crossbeams is welded with a perpendicular thick stick below, perpendicular thick stick height will exceed wallboard thickness, a rigid staybolt is connected on two crossbeam other ends, respectively suspension ring are welded outward at rigid staybolt, then two groups of crossbeams to be staggeredly placed alignment by an on one side perpendicular thick stick, in the middle of two groups of four crossbeams, weldering four steel pipes do axis hole, insert in two groups of steel pipes with two axles, on four crossbeams, fixing hole and latch two groups are established in diagonal angle, and four suspension ring are connected with wire rope.When hanging screen plate, two end faces of wall put into by two perpendicular thick sticks, and extract Fixed latches, hang the wire rope on four lifting hole(eyelet)s with crane, two of suspension ring is lifted, and wallboard end face is just blocked until sling inflexibly in two of perpendicular thick stick.
Unitary strip post heat-insulation wall plate hangs on basis and also wants vertical correction and fix, spy has invented, correction support regulating bracket vertical with the wallboard that unitary strip post heat-insulation wall plate construction process matches, it is by top ∩ type card, fixed screw is had under inside ∩ type card, upper right quarter is welded with hinge and fastener for connection, and there is set screw steel pipe middle and lower part, and the bottom steel pipe of set screw has hinge, and be connected with base, be welded with steel nail below base.When unitary strip post heat-insulation wall plate hangs on basis, ∩ type card blocks wallboard top, and screw tightens, and ballast on base, mixes up verticality by set screw, and crane hook can remove.
Unitary strip post heat-insulation wall plate and production construction process have following function and characteristics:
1, assembled architecture: the component such as wall, post, insulation layer, finish coat of unitary strip post heat-insulation wall plate and production construction process is all complete in factory, account for 80 percent of building operations amount, Jian Yizuo building, can as putting up a house making in factory automobile.
2, structure, body of wall, heat insulation integrated: unitary strip post heat-insulation wall plate and produce construction process, body of wall and heat insulation integrated, beam column and integrated with wall body, flooring are integrated with beam column, whole house is exactly the entirety of pouring concrete, and this technique constitutes one complete " integral heat insulation wallboard building system ".
3, four joint one environmental protection: unitary strip post heat-insulation wall plate and production construction process eliminate the many operations in building, as construction of building a wall, white washed wall construction, construction of exterior insulation system, water post construction etc., can a lot of material, consumptive material and man-hour be saved, can a large amount of electric energy and water resource be saved; Body of wall general thickness is 15-20 centimetre, adds floor space than common buildings, and the house integral structure built up has earthquake resistance and prevention, heat-insulation warm keeping, insulation layer and building same life-span, Maintenance free, comfort level high.Substantially there is no waste material, waste gas, soot emissions in building site, protect environment.It is estimated, the building of every hundred square metres can save 4 tons, water, electricity 100 degree, and save cement 10 tons, save man-hour 60, building can reduce by the cost of 1/3rd, can shift to an earlier date the duration of 1/2nd.
In a word; unitary strip post heat-insulation wall plate and production construction process can be produced in factory in industrialization; assemble at the scene; building structure, body of wall, heat insulation integrated can be made; make building water-saving and water, energy-conservation, material-saving and protection of the environment; the star of green building worthy of the name, in the great cause building beautiful China, applying the huge economic benefit of generation and social benefit of it.
Four, accompanying drawing explanation
Accompanying drawing 1 is unitary strip post heat-insulation wall plate flat and stereo planing surface figure: (1) unitary strip post heat-insulation wall plate, (2) pillar reinforcing cage, (3) bar connecting head, (4) wallboard groove, (5) glass fiber mesh, (6) reinforcing steel bars of wallboards rack, (7) window, (8) doorway, (9) outlet switch, (10) layer of concrete, (11) insulation layer.
Accompanying drawing 2 is that two pieces, corner unitary strip post heat-insulation wall plate connects and is connected unsettled casting and constructing figure with basis: figure (1) is unitary strip post heat-insulation wall plate, (2) pillar reinforcing cage, (3) bar connecting head, (4) wallboard groove, (12) soldering iron, (13) two pieces of wallboard gaps, (14) sand-stone concrete, (15) basis, (16) upper lower prop muscle pad, (17) lintel reinforcing cage, (18) spacer, (20) transverse slat.
Accompanying drawing 3 is unitary strip post heat-insulation wall plate and lintel poling formwork construction figure: (1) unitary strip post heat-insulation wall plate, (2) pillar reinforcing bar, (3) bar connecting head, (4) wallboard groove, (16) upper and lower pillar steel bar welding contact, (17) lintel reinforcing cage, (18) spacer, (19) tower bolt, (20) template, (21) plastic pipe sleeve, (22) shelf pipe, (23) ∩ type card, (24) hinge, (25) fixed screw (26) adjustment screw, (27) base, (28) steel nail, (29) weight laminate, (30) pole.
Accompanying drawing 4 is that unitary strip post heat-insulation wall plate plays trigger: (31) wire rope, (32) suspension ring, (33) crossbeam, (34) perpendicular thick stick, (35) central siphon, (36) axle, (37) fixing hole (38) Fixed latches.
Five, embodiment
Do unitary strip post heat-insulation wall plate (1), first do pillar reinforcing cage (2), bar frame (6), the two (2) and (6) are used bar connecting, leave gap, wallboard panel spreading and applying machine is used concrete (10) on the ground in baffle plate frame, (2), (6) are placed on concrete (10), and (2), (6) bottom are shaken in concrete (10).Dividing plate is put in (2), (6) gap, foam cement or foam beads slurry are put into reinforcing steel bars of wallboards rack (6) by certain altitude, to be solidified, insulation layer (11) completes, take out dividing plate, spread layer concrete (10) with wallboard panel spreading and applying machine stand again, solidify maintenance, unitary strip post heat-insulation wall plate (1) is made.
When unitary strip post heat-insulation wall plate (10) will be sling, crane has hung up properly trigger wire rope (31), be put on wallboard (1) play trigger, perpendicular thick stick (34) blocks wallboard (1) end face, extract Fixed latches (38) out, crane promotes, crossbeam (33) has one of suspension ring (32) upwards to rise, and perpendicular thick stick (34) tightly blocks wallboard (1) two ends until wallboard (1) is mentioned.
Wallboard and basis, when wallboard is connected with wallboard, first lintel reinforcing cage (17) is placed on ground (15), spacer (18) is put in reinforcing cage (17), adjacent two pieces of unitary strip post heat-insulation wall plates (1) are hung on basis (15), wallboard (1) upper end is blocked by support regulating bracket ∩ type card (23), tighten the screw (25), weight (29) is pressed on base (27), adjustment screw (26) vertical good wallboard (1), pillar reinforcing bar (2) is welded (16) with foundation pole rib (2), with soldering iron (12), bar connecting head (3) is welded, concrete material (14) cope match-plate pattern (20) is inserted in gap (13), fluid concrete, unitary strip post heat-insulation wall plate (1) wallboard and wallboard, wallboard has been connected with basis.
Claims (12)
1. a unitary strip post heat-insulation wall plate, comprising: wallboard two sides is layer of concrete, inside there are glass fiber mesh and steel mesh reinforcement, intermediate layer is that insulation layer (heat insulating material such as foam cement or polyphenyl foam plate) oblique cutting reinforcing bar connects into cage of reinforcement through insulation layer two sides steel mesh reinforcement, door, window, water, electricity, gas pipeline are made in the lump, surrounding is fluted, there is bar connecting head, the feature of this technique is: at end face, pillar is made when unitary strip post heat-insulation wall plate is produced, pillar whole concrete bar construction, be connected with wallboard, form unitary strip post heat-insulation wall plate.
2. according to claim 1, described in unitary strip post heat-insulation wall plate production technology it is characterized in that: produce time, carry out pillar reinforcing cage respectively, integral wall bar frame, the two is used bar connecting, leave gap, when stand is smeared after trigger completes bottom concrete in baffle plate, the pillar reinforcing cage combined and integral wall bar frame are placed on concrete, and bottom is shaken in concrete, when doing insulation layer, dividing plate is put between pillar reinforcing cage and integral wall bar frame, heat insulating material slurry (as foam cement, foam beads slurry etc.) pour in integral wall bar frame by certain thickness, after insulation layer solidifies, take out reinforcing cage and bar frame space bar, surface concrete layer is spread with panel spreading and applying machine stand.
3. according to claim 1, described in unitary strip post heat-insulation wall plate production technology it is characterized in that: produce time, carry out pillar reinforcing cage, integral wall cystosepiment steel mesh reinforcement frame plate respectively, the two is used bar connecting, when stand is smeared after trigger completes bottom concrete in baffle plate, the pillar reinforcing cage be combined and integral wall reinforced foam network frame plate are placed on concrete, bottom shakes in concrete, slightly solidifying, spreads surface concrete layer with panel spreading and applying machine stand.
4. according to claim 1, described unitary strip post heat-insulation wall plate under construction with the Joining Technology on basis, it is characterized in that: unsettled cast connection method, when local (mistake) beam steel cage is placed on basis, several spacers are put in reinforcing cage, unitary strip post wallboard is hung on cushion block, fix adjustment support, put on right position, align verticality, end bar under post is welded with foundation pole rib, and with the interconnection of grade beam reinforcing cage, cope match-plate pattern fluid concrete, charging aperture higher than cross depth of beam.
5. according to claim 1, described unitary strip post heat-insulation wall plate under construction with basic Joining Technology, it is characterized in that: adopt half unsettled casting, first pour into a mould the lintel sections except post muscle, roof sections, plaster again after solidifying, hang on unitary strip post heat-insulation wall plate, wallboard post muscle is welded with foundation pole rib or is connected, then cope match-plate pattern fluid concrete.
6. according to claim 1, described unitary strip post heat-insulation wall plate under construction with the Joining Technology on basis, it is characterized in that: Plate Welding method, unitary strip post heat-insulation wall plate adopts the upper and lower end face pre-embedded steel slab of post when producing, a little higher than wall bottom surface, the basis corresponding with post also pre-embedded steel slab, crossing () beam is plastered hangs on unitary strip post heat-insulation wall plate, post lower end steel plate is alignd with the steel plate on basis, align wallboard verticality with secured adjusted support, welded.
7. adopt direct welding according to claim 1, described unitary strip post heat-insulation wall plate when connecting for adjacent two pieces, it is characterized in that: wallboard band post side end face is to side end face or side end face coupled columns surface, form connection that is linear, T-shaped, right angle type, suitable gap can be stayed, with soldering iron, each connector is welded, gap sandstone concrete tamps.
8. according to claim 1, described unitary strip post heat-insulation wall plate under construction the adjacent two blocks of wallboards in angle, room connection adopt 45 degree of connection methods, it is characterized in that: the end face of unitary strip post insulated wall sheet-pile makes miter angle, two blocks of wallboards synthesize an an angle of 90 degrees, form a corner post, stay suitable gap, with soldering iron, each connector is welded, tamp with sandstone concrete.
9. according to claim 1, described in unitary strip post heat-insulation wall plate, it is characterized in that: there is finish coat in inside and outside face.
10. according to claim 1, 2, 3, 4, 5, 6, 7, 8, the post heat-insulation wall plate of unitary strip described in 9 and production and construction process, lintel poling formwork method is adopted when cast-in-place topmast mould, it is characterized in that: lintel two side template by certain altitude---numerous hole is excavated on cast-in-place top below lower 3 centimeters of places's (two-layer template thickness) at a certain distance, size can pass plastic pipe sleeve, plastic pipe sleeve put into (mistake) beam steel cage, wall two side template is put on, then shelf pipe is worn, shelf pipe stretches out 1 meter outside wall, the other end inserts in the beam form plate hole on abutment wall, in lintel, and cement small cushion block on plastic pipe sleeve underlay, in order to support shelves pipe, shelf pipe is within the walls, the boring of outer appropriate location, latch, fixing reinforcing cage two side template, the inboard template of wall and inside wall formwork will lower than exterior sheathing cast-in-place heights of roofs and template thickness, a Zhi Mu under shelf pipe, at shelf Guan Shangshun pipe pad about 5 centimeters of wide laths, on lath, complete template again, carry out pouring concrete, after solidifying, remove Zhi Mu, remove lath, remove pin, take out shelf pipe, go template, plugging hole, shelf pipe goes out 1 meter to be used as construction exterior rack or eaves falsework.
11. 1 kinds and claim 1, 2, what technique described in 3 matched plays trigger, it is characterized in that: playing trigger has two groups of crossbeams, one of two crossbeams is welded with a perpendicular thick stick below, perpendicular thick stick height will exceed wallboard thickness, a rigid staybolt is connected on two crossbeam other ends, respectively suspension ring are welded outward at rigid staybolt, then two groups of crossbeams to be staggeredly placed alignment by an on one side perpendicular thick stick, in the middle of two groups of four crossbeams, weldering four steel pipes do axis hole, insert in two groups of steel pipes with two axles, on four crossbeams, fixing hole and latch two groups are established in diagonal angle, four suspension ring are connected with wire rope.
12. support regulating brackets matched according to technique described in claim 1,2,3,4,5,6,7,8,9, it is characterized in that: top ∩ type card, fixed screw is had under inside ∩ type card, upper right quarter is welded with hinge and fastener for connection, there is set screw steel pipe middle and lower part, the bottom steel pipe of set screw has hinge, and is connected with base, is welded with steel nail below base.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410587827.7A CN104405062A (en) | 2014-10-19 | 2014-10-19 | Integrated column-equipped heat preservation wallboard, production and building techniques and matched equipment |
| PCT/CN2015/092150 WO2016062224A1 (en) | 2014-10-19 | 2015-10-19 | Integrated column-equipped heat insulation wallboard, manufacturing and building processes and corollary equipment thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410587827.7A CN104405062A (en) | 2014-10-19 | 2014-10-19 | Integrated column-equipped heat preservation wallboard, production and building techniques and matched equipment |
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| Publication Number | Publication Date |
|---|---|
| CN104405062A true CN104405062A (en) | 2015-03-11 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410587827.7A Pending CN104405062A (en) | 2014-10-19 | 2014-10-19 | Integrated column-equipped heat preservation wallboard, production and building techniques and matched equipment |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN104405062A (en) |
| WO (1) | WO2016062224A1 (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2016062224A1 (en) * | 2014-10-19 | 2016-04-28 | 张领然 | Integrated column-equipped heat insulation wallboard, manufacturing and building processes and corollary equipment thereof |
| CN108952188A (en) * | 2018-08-02 | 2018-12-07 | 绍兴职业技术学院 | A kind of fixation device of assembling type outer wall plate |
| CN109667335A (en) * | 2017-10-13 | 2019-04-23 | 李杰民 | A kind of Reactive Powder Concrete laminated type structures |
| CN116944639A (en) * | 2023-09-20 | 2023-10-27 | 晋西铁路车辆有限责任公司 | Railway wagon plate column type end wall assembly welding process |
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| Publication number | Priority date | Publication date | Assignee | Title |
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Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1025837A (en) * | 1996-07-11 | 1998-01-27 | Matsushita Electric Works Ltd | Wall panel mounting structure |
| CN2466264Y (en) * | 2000-10-20 | 2001-12-19 | 邹光洪 | Combined prefabricated component for fabricated structure building |
| CN2723409Y (en) * | 2004-08-16 | 2005-09-07 | 天津港第一港埠公司 | Special clamp for loading and unloading 8 ton aluminium ingot |
| CN2897963Y (en) * | 2006-04-30 | 2007-05-09 | 郑州安彩耐火材料有限公司 | Clamp |
| US20080141598A1 (en) * | 2006-12-19 | 2008-06-19 | Cook Charlie E | Framed Opening Bracing System |
| CN201502176U (en) * | 2009-09-24 | 2010-06-09 | 山西省第一建筑工程公司 | Constructional column sleeve bolt formwork erecting system |
| CN103287990A (en) * | 2013-05-22 | 2013-09-11 | 马鞍山十七冶工程科技有限责任公司 | Transportation crane for light-weight wall plates |
| CN103352537A (en) * | 2013-07-09 | 2013-10-16 | 张领然 | Integral load-bearing heat-insulating wall plate and production and construction technology thereof |
| CN103395689A (en) * | 2013-07-26 | 2013-11-20 | 张宗楼 | Horizontal hoisting clamp for wallboard |
| CN103938792A (en) * | 2014-05-12 | 2014-07-23 | 韩秀军 | Built-in beam column composite wall plate |
| CN104074367A (en) * | 2014-07-18 | 2014-10-01 | 防城港中一重工有限公司 | Mounting adjustment device for prefabricated wall panel |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4489530A (en) * | 1981-12-23 | 1984-12-25 | Chi Ming Chang | Sandwich wall structure and the method for constructing the same |
| CN201381177Y (en) * | 2009-03-13 | 2010-01-13 | 东莞市科绿盛实业有限公司 | Board lifting machine for high density wallboard |
| CN201517255U (en) * | 2009-03-18 | 2010-06-30 | 张领然 | Integral cement composite heat-insulating external wall |
| CN101761174B (en) * | 2009-12-28 | 2012-02-15 | 张吉华 | Prefabricated interior thermal insulation wall body with integrated pillar, beam and wall |
| US8844227B1 (en) * | 2013-03-15 | 2014-09-30 | Romeo Ilarian Ciuperca | High performance, reinforced insulated precast concrete and tilt-up concrete structures and methods of making same |
| CN104405062A (en) * | 2014-10-19 | 2015-03-11 | 张领然 | Integrated column-equipped heat preservation wallboard, production and building techniques and matched equipment |
-
2014
- 2014-10-19 CN CN201410587827.7A patent/CN104405062A/en active Pending
-
2015
- 2015-10-19 WO PCT/CN2015/092150 patent/WO2016062224A1/en active Application Filing
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1025837A (en) * | 1996-07-11 | 1998-01-27 | Matsushita Electric Works Ltd | Wall panel mounting structure |
| CN2466264Y (en) * | 2000-10-20 | 2001-12-19 | 邹光洪 | Combined prefabricated component for fabricated structure building |
| CN2723409Y (en) * | 2004-08-16 | 2005-09-07 | 天津港第一港埠公司 | Special clamp for loading and unloading 8 ton aluminium ingot |
| CN2897963Y (en) * | 2006-04-30 | 2007-05-09 | 郑州安彩耐火材料有限公司 | Clamp |
| US20080141598A1 (en) * | 2006-12-19 | 2008-06-19 | Cook Charlie E | Framed Opening Bracing System |
| CN201502176U (en) * | 2009-09-24 | 2010-06-09 | 山西省第一建筑工程公司 | Constructional column sleeve bolt formwork erecting system |
| CN103287990A (en) * | 2013-05-22 | 2013-09-11 | 马鞍山十七冶工程科技有限责任公司 | Transportation crane for light-weight wall plates |
| CN103352537A (en) * | 2013-07-09 | 2013-10-16 | 张领然 | Integral load-bearing heat-insulating wall plate and production and construction technology thereof |
| CN103395689A (en) * | 2013-07-26 | 2013-11-20 | 张宗楼 | Horizontal hoisting clamp for wallboard |
| CN103938792A (en) * | 2014-05-12 | 2014-07-23 | 韩秀军 | Built-in beam column composite wall plate |
| CN104074367A (en) * | 2014-07-18 | 2014-10-01 | 防城港中一重工有限公司 | Mounting adjustment device for prefabricated wall panel |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2016062224A1 (en) * | 2014-10-19 | 2016-04-28 | 张领然 | Integrated column-equipped heat insulation wallboard, manufacturing and building processes and corollary equipment thereof |
| CN109667335A (en) * | 2017-10-13 | 2019-04-23 | 李杰民 | A kind of Reactive Powder Concrete laminated type structures |
| CN109667335B (en) * | 2017-10-13 | 2023-12-19 | 北京惠诚基业工程技术有限责任公司 | Active powder concrete laminated structure |
| CN108952188A (en) * | 2018-08-02 | 2018-12-07 | 绍兴职业技术学院 | A kind of fixation device of assembling type outer wall plate |
| CN116944639A (en) * | 2023-09-20 | 2023-10-27 | 晋西铁路车辆有限责任公司 | Railway wagon plate column type end wall assembly welding process |
| CN116944639B (en) * | 2023-09-20 | 2023-12-26 | 晋西铁路车辆有限责任公司 | Railway wagon plate column type end wall assembly welding process |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2016062224A1 (en) | 2016-04-28 |
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