CN1818274A - Filling tyre mould and its sandwich and hollow structure - Google Patents
Filling tyre mould and its sandwich and hollow structure Download PDFInfo
- Publication number
- CN1818274A CN1818274A CN 200510119878 CN200510119878A CN1818274A CN 1818274 A CN1818274 A CN 1818274A CN 200510119878 CN200510119878 CN 200510119878 CN 200510119878 A CN200510119878 A CN 200510119878A CN 1818274 A CN1818274 A CN 1818274A
- Authority
- CN
- China
- Prior art keywords
- loose tool
- hole
- plate
- concrete
- hollow
- 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
Images
Abstract
A concrete mold with hollow-swage or filling structure, especially used in reinforced concrete plate-girder production, includes an up and down cement cover board and a filling mold in between. Connecting piles getting through holes on the filling mold make the up and down cover board into an integrated frame, so increase the load capacity of the frame and decrease consumption of filling materials.
Description
Technical field
The present invention relates to construct that cement admixture is sandwich, the filling mould of hollow-core construction and cement admixture is sandwich, hollow-core construction (cement admixture refers to: relate to and adopt the various compounds of cement as colloidal materials, as cement mortar, concrete, fibrous concrete, steel concrete, steel-wire-net reinforced concrete etc.).
Background technology
Steel concrete is born and makes reinforcing bar and the complementary length of two kinds of materials of concrete, reinforced concrete structure has remedied the shortcoming of plain concrete construction tension, anti-bending strength difference, but reinforced concrete structure still exists from great shortcoming, particularly Reinforced Concrete Members with Flexure such as floor, bridge etc., the major part of its bearing capacity is mainly used in and overcomes dead load.Shortcomings such as and construction technology steel concrete presss from both sides to have now, hollow-core construction is to be shaped by one-time-concreting, and adopts the graded casting concrete, and its shortcoming is that the construction period is long, and work efficiency is low, and the new-old concrete interfacial adhesion strength is low.
Summary of the invention
The objective of the invention is to design a kind of novel loose tool and the sandwich or hollow-core construction of a kind of cement admixture.This loose tool is suitable for the construction of the sandwich or hollow-core construction of various cement products, is particularly suitable for the sandwich plate-girder construction of various steel concrete.
A kind of filling mould, the hole that has one or more top and bottom to connect on the loose tool.
Wherein, loose tool is to choose any one kind of them in platy structure or box structure or the combining structure.
In the present invention, the described hole place is provided with borehole jack, port lid, stopple or prefabricated cover plate.
Be provided with the hole inwall in the hole of described loose tool, the side of loose tool or hole inwall are provided with surface layer.
Filling mould is closely knit sheet material, loose sheet material, foaming plate, hole sheet material, work out sheet material, contain hollow body, the solid sheet material of hollow strips or contain in the hollow plate of hollow body, hollow strips is chosen any one kind of them.
Described box structure loose tool comprises upper plate and the side plate that is attached thereto or ribs, back-up block, gripper shoe or tube connector.
Described box structure loose tool also further comprises lower plate, and this lower plate is connected with side plate or ribs, back-up block, gripper shoe or tube connector, has at least one hole on lower plate.
Described combining structure loose tool by diffusing shape component assembly, connect, work out.
In the present invention, member in bulk is to choose any one kind of them in the strong body of plate body, piece, orbicule, strip shape body, the tubular body or multiple.
A kind of sandwich, hollow-core construction has filling mould in the middle of the upper and lower cement admixture panel, on filling mould and the upper and lower cement admixture panel hole is arranged, and has joint pin or junction plate that upper and lower cement admixture panel is linked to be overall structure in the hole.
The above sandwich, hollow-core construction can be used for floor, wallboard, pavement of road filled board, foundation etc.
The above filling mould can be the shape and the structure of any kind, as multiple shapes such as plate body, blocks, orbicule, box-like body, tubular body, strip shape body, loose group of individuals zoarium or knitted bodies; Promptly can be solid, also can be hollow; Both can be rigidity, also can be flexible or loose.The loose tool material can be selected any cheapness, light material, both can be rigidity, also can be flexible (as flexible materials such as glass wool, mineral wools) or loose (saw foam etc.).
The size and the distributed number of the hole 6 on the loose tool can be determined (depend on the vegetables of the concrete slump, the concrete thickness of lower plate, steel mesh reinforcement close etc. factor) as required; The shape of the hole 6 on the loose tool is various, as square, rhombus, circle etc.
Loose tool is upper and lower, side or hole inwall are provided with surface layer.Surface layer plays isolation and protection, strengthens the loose tool characteristic.As strengthen mechanical strength (performances such as resistance to compression, bending resistance, cracking resistance, shock resistance, pliability), the surface flatness of loose tool and improve characteristics such as solid loose tool insulation, sound insulation, sound-absorbing, heat absorption, waterproof, fire prevention, antidetonation; Surface layer is meant and the distinguishing material of loose tool sandwich layer (as shell, panel, grid, coating, film or fiber etc.), can be various plates (corrugated sheet, offset plate etc.), coating, cloth, hard epidermis etc.For example, paste the fiber adhesive plaster on the cystosepiment to improve loose tool intensity, cracking resistance, anti-permeability performance; For example plank, bamboo clappers or improving the holistic resistant behavior of loose tool on the pad below paving loose binding material, or improved hydrophobicity at solid loose tool swabbing, avoid loose tool suction in the construction.
The above tabular component is meant: on a sheet material, one or more hole is arranged, this hole is used to pour into a mould the cement admixture construction below the obturator, and sheet material adopts solid slab or hollowcore slab.
Loose tool selects lightweight (density is lower than cement admixture) material to do sandwich of layers, can can constitute composite material with the outsourcing cement admixture, utilize the performance of filling mould to improve the performance of plate-girder, for example when design need to improve the sound-absorbing/sound insulation of sandwich floor/heat-proof quality, filling mould can be selected sound-absorbing/sound insulation/heat-barrier material; When design need alleviate the weight of floor, loose tool can be selected lightweight (foam concrete, haydite concrete or high molecule plastic cystosepiment etc.) material.
Constructed behind the cement mixture sandwich board beam, upper and lower cement admixture panel cut out (or giving the hole of boxing out), can pour into sandwich plate-girder with the dissolving of foam of polymers (as polystyrene, polyurethane foam etc.) plate with solvent (benzene or gasoline), reuse after the taking-up.Upper and lower cement admixture panel cut out also has specific purposes, has observation (as using the inner Concrete Construction quality of endoscopic observation box-shaped hollow body), purposes such as pipeline, light fixture, decoration are installed.
The shape of the hollow filling mould of box-shaped can be to be bodies such as rectangle, basin, polyhedron, circle.The shape of loose tool and perforate thereof can determine as required that the material of box-shaped hollow body can be gathered materials on the spot, as steel concrete, plastics, discarded template; Expanded perlite, vermiculite; Expanded material such as foam concrete piece, hard high molecule plastic foam (as polystyrene, polyethylene, polypropylene, polyurethane foam, polyamide etc.); Wood bamboo basket etc.
The performance of utilizing insulation that box-shaped hollow mould 5 has, sound insulation, characteristic such as impervious to improve the box-shaped hollow slab beam is a kind of good design concept; it has materials and economizes; effective advantage for example is designed to loose tool light reinforced concrete (also can select materials such as foam concrete, haydite concrete or hard high molecule plastic cystosepiment) box-shaped hollow mould and improves the heat-insulating property of box-shaped hollow slab beam.
Box-shaped hollow mould 5 is designed to reinforced concrete prefabricated structure, give on the box-shaped hollow mould and stay reinforcing bar, it and encased steel tendon concrete structure constitute composite construction, iterative structure, thereby improve the stressed of reinforced concrete box shaped hollow slab beam, reduce the cast-in-place thickness of upper and lower layer cement admixture panel.Can arrange at interval between box-shaped base mould and the box-shaped base mould also and can closely connected assembly unit arrange.
Perforate at the upper and lower plate face of reinforced concrete box shaped hollow slab beam has specific purposes.Have observation (as with the inner Concrete Construction quality of endoscopic observation box-shaped hollow body), construction lower plywood (as by give the blanking of boxing out, internal mold etc. is smash, wipes one's face, is torn open in shake), draining and purposes such as pipeline, light fixture, decoration are installed.
The above combined member is meant: by diffusing shape member (the strong body of plate body, piece, orbicule, strip shape body, tubular body etc.) assembly unit, connect, be compiled into a whole loose tool, have the hole that one or more top and bottom connect on the loose tool, utilize hole to be used to pour into a mould cement admixture construction below the obturator.
Loosing separates with fixture block between the shape member, and the function of fixture block is that diffusing shape member is separated, and can be different shape, as cuboid, and Cylinder, spheroid, hollow section.Connector 24 can be an adhesive, and electromagnetic attraction attracts, and connects fiber, pipe box, outer basket etc.; Tremie pipe or diffusing shape member are closely connected mutually., loose between the shape member or natural assembly unit
The combining form of diffusing shape member has forms such as assembly unit, series connection, establishment; The assembly unit loose tool, being meant looses forms the contact of no gap between the shape member; Closely connected assembly unit can improve the packing volume of combination loose tool, and then alleviates that steel concrete is sandwich, the deadweight of hollow-core construction.
Compared with prior art, the present invention has following advantage.
1, when sandwich, the hollow-core construction of steel concrete of construction was thin, filling mould should be selected platy structure loose tool and open type box structure loose tool, and to construction reinforced bar concrete cut deal, filling mould should be selected box-shaped base mould.The box structure loose tool, the saving packing material that it can amplitude peak improves the hollow rate of plate girder of reinforced concrete.
2, at filling mould surface fluting, can in concrete sandwich, hollow-core construction, form dark rib, thereby improve the stressed of sandwich, hollow-core construction.But increased the manufacture craft of filling mould, increased the filling mould cost of production, reduced the bulk strength (fracture easily) of filling mould, reduced the volume of filling mould, and then reduce the hollow rate of plate girder of reinforced concrete.
3, the interval of filling fetal membrane is arranged, makes that steel concrete is sandwich, has formed crisscross junction plate 14 in the hollow-core construction, improves the stressed of the sandwich or hollow-core construction of steel concrete greatly, thereby can save the fluting on filling mould surface again.
4, the closely connected combination loose tool that is assembled into of shape member that will loose can improve the packing volume that makes up loose tool, and then alleviates that steel concrete is sandwich, the deadweight of hollow-core construction.The combination loose tool can have and makes full use of existing all products and (industry, life) waste material, and easily makes and process the characteristics of (be convenient to job site size according to actual needs carry out cutting and piece together).
5, solid loose tool selects lightweight (density is lower than cement admixture) material to do sandwich of layers, can can constitute composite material with the outsourcing cement admixture, utilize the performance of solid loose tool to improve the performance of plate-girder, light weight board is made sound-absorbing/sound insulation/heat-proof quality that sandwich of layers can improve sandwich floor, heat-insulation wall plate.Solid fetal membrane is difficult for stepping in work progress splitting, and the crack takes place on the surface also influences not quite structure construction; It is easily broken to overcome the hollow section filling mould, and cement paste easily pours in down a chimney the defective of filling tire inside.
6, adopt airtight box-shaped air tyre film to have the characteristics of easy construction.Perforate or cancellation lower plate can reduce the contact surface between loose tool lower face and the concrete below loose tool, and then reduce the resistance that loose tool lower face concrete slides, and make the concrete construction of box-shaped hollow structure lower face more smooth.
7, adopt the sandwich floor of steel concrete, can save concrete consumption significantly, this is that condition has been created in the concrete use of high strength (or lightweight); The employing of platy structure loose tool proposes requirements at the higher level to concrete workability, and suggestion adopts the fine grained aggregate to mix the pea gravel concrete or the cement mortar of system.
8, foaming plate loose tool construction concrete road road surface or the concrete foundation that adopts clay to make, technology is easy, economy.
9, filled board of the present invention because upper and lower plate connects with middle intensive joint pin, makes upper and lower cement admixture panel bearing capacity raising (particularly anti-impact force), is a kind of easy construction, hollow rate high form of structure.
Description of drawings
Fig. 1 is for adopting light mineral wool slab or the haydite plate loose tool work order mounting process schematic diagram to filled board;
Fig. 2 is the unidirectional filled board cross-sectional view of steel concrete;
Fig. 3 is the A-A flat sectional drawing of Fig. 2;
Fig. 4 is light mineral wool slab or haydite plate loose tool perspective view;
Fig. 5 is for adopting high-voidage cellular board loose tool clip construction laminate schematic diagram;
Fig. 6 is the A-A flat sectional drawing of Fig. 5;
Fig. 7 is a high-voidage cellular board loose tool perspective view;
Fig. 8 has the solid sheet material loose tool phantom drawing of hollow body for adopting sandwich construction;
Fig. 9 is for having the solid loose tool phantom drawing of honeycomb inclined hole;
Figure 10 is for adopting the solid loose tool phantom drawing of programming structure;
Figure 11 is for adopting the hollowcore slab loose tool perspective view that contains hollow strips;
Figure 12 is for adopting the foam composite plate loose tool perspective view of arc perforate;
Figure 13 is the foam composite plate loose tool perspective view of the spherical perforate in top and bottom;
Figure 14 is for adopting two-directional corrugations surface loose tool perspective view;
Figure 15 is for adopting the two-directional corrugations surface loose tool perspective view that has groove;
Figure 16 adopts the loose tool perspective view of spherical surface, spherical perforate for upper and lower surface;
Figure 17 is for adopting the foam composite plate loose tool perspective view of rectangle opening;
Figure 18 is for adopting the opening box-shaped base mould construction reinforced bar concrete bidirectional box-shaped hollowcore slab scheme of installation of perforated cap;
Figure 19 is the two-way box-shaped hollowcore slab of a steel concrete cross-sectional view behind Fig. 4 fluid concrete;
Figure 20 is the A-A sectional drawing of Fig. 5;
Figure 21 is the opening box-shaped base mould perspective view of perforated cap;
Figure 22 is the board-like opening box-shaped base mould of a preform lid perspective view;
Figure 23 is for adopting airtight box-shaped hollow mould construction individual event filled board schematic diagram;
Figure 24 is the A-A flat sectional drawing of Figure 17;
Figure 25 is airtight box-shaped hollow mould perspective view;
Shown in Figure 26 is opening box-shaped base mould perspective view from perforated cap, port lid;
Figure 27 is the closed box-shaped hollow mould perspective view that square back-up block is arranged;
Figure 28 is for there being the closed box-shaped hollow mould of bar shaped back-up block perspective view;
It is shown in Figure 29 for bar shaped gripper shoe open type box-shaped hollow mould perspective view is arranged;
Shown in Figure 30 for enlarging the opening box-shaped base mould perspective view of cover plate;
Shown in Figure 31 for having the opening box-shaped base mould perspective view of hole cap, port lid;
Shown in Figure 32 is arc opening box-shaped base mould perspective view;
Shown in Figure 33 is the airtight stress pipeline box-shaped base mould volume rendering of giving;
Figure 34 is for regulating the opening box-shaped base mould perspective view of aperture size;
Figure 35 adopts blocks assembling combination loose tool construction reinforced bar concrete sandwich, hollowcore slab cross-sectional view;
Figure 36 pieces the layout flat sectional drawing together for the oblique alignment of blocks 1;
Figure 37 for blocks 1 over against piecing the layout flat sectional drawing together together;
Figure 38 is a blocks assembling combination loose tool perspective view;
Figure 39 is the combination loose tool perspective view of hollow blocks body assembly unit;
Figure 40 adopts strip shape body assembling combination loose tool construction reinforced bar concrete core unit cross-sectional view;
Figure 41 is the A-A flat sectional drawing of Figure 40;
Figure 42 is hollow strip shape body body assembling combination loose tool perspective view;
Figure 43 is the combination loose tool perspective view of strip shape body and strip shape body assembly unit;
Combination loose tool perspective view for the assembly unit of perforation plate body shown in Figure 44;
Shown in Figure 45 is the combination loose tool perspective view of discoid (or discus shape) block assembly unit;
Shown in Figure 46 is the combination loose tool perspective view of curved surface cylinder assembly unit;
Shown in Figure 47 is that the plum blossom shape is worked out assembling combination loose tool perspective view;
Shown in Figure 48 is the horizontal assembling combination loose tool of pitcher perspective view;
Figure 49 is that strip shape body (square tube) is assembled into combination loose tool perspective view with block;
Shown in Figure 50 is the combination loose tool perspective view of piece shape plate body assembly unit;
Figure 51 is depicted as spheroid tandem compound loose tool perspective view.
The accompanying drawing legend:
The upper plate of 1 expression box-shaped base mould, the lower plywood (abbreviation lower plate) of 2 expression box-shaped hollow moulds, hole cap on the side plate 4 expression loose tools of 3 expression box-shaped base moulds, 5 expression filling mould integral body, hole on the 6 expression loose tools, port lid (or stopple) on the 7 expression loose tools, feet under the 8 expression loose tools, 9 are illustrated on the loose tool 5, the expansion mouth of soffit (or, horn mouth), tongue and groove on the 10 expression loose tools 5, male and fomale(M﹠F), 11 expression hole places are provided with borehole jack, 12 expression concrete lower plates, 13 expression concrete upper plates, on the 14 expression concrete, joint pin between the lower plate, on the 15 expression concrete, junction plate between the lower plate, the hollow strips in the 16 expression loose tools, hollow body in the 17 expression loose tools, 18 expressions connect on the loose tool, following tube connector, 19 are illustrated in and give the reinforcing bar that stays on the loose tool, the prefabricated cover plate of 20 expressions, gripper shoe or back-up block in the 21 expression loose tools, the reinforced concrete box shaped hollow slab beam upper plate of 22 expressions, hole on the lower plate.Loose tool individual (plate body, blocks, strip shape body) is formed in 23 expressions; Connector between the 24 expression expression individualities; 25 expression bed dies, 26 represent lower floor's steel mesh reinforcements, 27 expression top mats, 28 expression connecting reinforcements, the groove of the diffusing shape member side of 29 expression expressions.
The specific embodiment
As Fig. 1, Fig. 2, Fig. 3, shown in Figure 4, its loose tool design, the unidirectional filled board implementation process of steel concrete are described as follows:
1 loose tool design (see figure 4)
00120631.1) or adopt the sheet material that common clay water mixing mud (2-10%) and air entrained agent make or adopt cheap building or household garbage forms foaming plate through harmless processing compacting loose tool 5 adopts light ceramic tiles or discarded plank or sound-absorbing wood-foam cement plate, and (way is seen patent application in detail:, add fiber at the surface layer of plate: the intensity that improves plate as fibrous materials such as reinforcing bar, bamboo reinforcement, plastic grids.
Design has shaggy block to make feet 8 to use below loose tool, and this loose tool is in light weight, fire prevention, heat insulation, sound insulation value good, and certain intensity is arranged, and can guarantee that loose tool is indeformable in work progress.
The construction of the unidirectional filled board of 2 steel concrete (seeing Fig. 1,2,3)
The unidirectional filled board of steel concrete is by top reinforcement concrete slab 13, lower floor's armored concrete slab 12, and the sandwich loose tool 5 of perforate, and longitudinal and transverse junction plate 15 is formed.
Its implementation process is as follows: the at first steel mesh reinforcement 26 of colligation lower plywood face and connecting reinforcement 28 on bed die 25, bar shaped loose tool 5 is installed then, and the steel mesh reinforcement 27 of colligation top plate face again, the reinforced mesh of upper and lower laminate face is with connecting reinforcement 4 colligations.Below loose tool, carry feet 8, guaranteeing the concrete cast thickness of lower plate, and be fixed on loose tool 5 on lower floor's steel mesh reinforcement or avoid in the fluid concrete process loose tool to float on the bed die or move top to bottom, left and right, front and rear with iron wire (or fine steel rib).
After loose tool and reinforcing bar binding install, the beginning fluid concrete is (for improving the workability of cement admixture, can adopt the fine grained aggregate to mix the pea gravel concrete or the cement mortar of system), in the fluid concrete process, utilize the concrete of the hole 6 construction lower faces above the loose tool, after finishing etc. the concrete construction of lower plate, with stopple 7 hole on the loose tool 6 is filled, concrete in the hole 6 forced down (stopple 7 can adopt the material same with loose tool, or the employing joint pin is the lightweight precast concrete piece, prefabricated section has the reinforcing bar upper and lower plates to link to each other, can improve the heat insulation/sound insulation value of floor like this, the effect of stopple 7 is except the weight that alleviates filled board, can also make the concrete construction of lower plate more closely knit, the concrete of the upper face of constructing then.
Fig. 5 is for adopting high-voidage cellular board loose tool clip construction laminate schematic diagram, and Fig. 6 is the A-A flat sectional drawing of Fig. 5.Fig. 7 is a high-voidage cellular board loose tool perspective view.It is as follows that it implements procedure declaration:
1, loose tool design (seeing Fig. 6,7)
Have groove (groove is can be unidirectional, two-way or multinomial) at loose tool 5 soffits (or upper and lower surface), on groove, have hole 6 (can improve sandwich slab rigidity, be convenient to the layout of steel mesh reinforcement and be convenient to concrete pouring), hole is worn horn mouth 9 shapes for 6 times, and hole 6 is by equidistantly being arranged to into rectangle, rhombus, quincunx or other shapes.
2, the construction of the unidirectional filled board of steel concrete (seeing Fig. 5,6)
Its implementation process is as follows: as shown in Figure 5, the steel concrete filled board is by top reinforcement concrete slab 13, lower floor's armored concrete slab 12, and the sandwich loose tool 5 of perforate, and longitudinal and transverse junction plate 15 is formed.
At first on bed die 1, be covered with the steel mesh reinforcement 2 (or adopting gauze wire cloth or other fibrous materials) of lower plywood face, loose tool 5 is installed then, have hole 6 on the loose tool 5, repave the steel mesh reinforcement 3 (gauze wire cloth or other fibrous materials) of top plate face, link up by the steel mesh reinforcement (gauze wire cloth or other fibrous materials) of the 6 usefulness reinforcing bars (or steel wire) of aperture on the loose tool with upper and lower laminate face.
After loose tool and steel mesh reinforcement colligation install, beginning fluid concrete (or cement mortar), in the fluid concrete process, utilize the concrete (or cement mortar) of the hole 6 construction lower faces above the loose tool, concrete (or cement mortar) etc. the concrete (or cement mortar) of lower plate construction finishing back construction upper face, concrete (or cement mortar) construction finishes, fill up concrete (or cement mortar) on the loose tool in the hole 6, become the concrete joint pin 14 that connects the levels armored concrete slab, joint pin 14 also can be used the lightweight precast concrete piece, prefabricated section has reinforcing bar, prefabricated section becomes the joint pin of upper and lower plates as in the hole 6 on the stopple insertion loose tool.
For adopting sandwich construction the solid sheet material loose tool phantom drawing of hollow body is arranged as Fig. 8.Sandwich material can be various materials, imbeds hollow body 17 for improving hollow rate in the tyre mould making process, forms the solid sheet material that contains hollow body.Hollow body can adopt plastic hollow ball or waste plastic bottle, Cans etc.; stick into sheet material with foamed materials such as foam concrete or polystyrene then; establish guard shield (for example with veneer, metal sheet protection) at plate surface, link to each other with the hollow bushing bolt on the guard shield up and down.Need perforate by construction on the loose tool, the hole 6 that hollow bushing can be used as the cast lower-layer concrete uses, and the upper and lower side design of hole 6 has horn mouth 9.
The loose tool top and bottom are adopted the metal coating plate and can improve the armored concrete slab filled board stressed, reduce quantity of reinforcement, if the plate of metal coating up and down of loose tool adopts embossing steel plate and external wrapping concrete to form steel-concrete plate combination construction.
As Fig. 9 for having the solid loose tool phantom drawing of honeycomb inclined hole.Have inclined hole 6 (or imbedding cross pipe) on solid loose tool, utilize this honeycomb core plate to make sandwich loose tool, fill up concrete in the hole 6, become the concrete batter post (or intersection post) that connects levels steel concrete panel, it is stressed that it can improve filled board.
Be the solid loose tool phantom drawing of employing programming structure as Figure 10.The loose tool material can various employing discrete materials; as cheap materials such as straw, rattan, straws; it is compiled into solid perforate loose tool; give the hole 6 of boxing out (being used to pour into a mould the concrete of lower panel) at loose tool, guard shield or separation layer (for example avoiding cement paste to infiltrate with Polypropylence Sheet or brush barrier coating) can be established in the loose tool surface.
The hollowcore slab loose tool perspective view that contains hollow strips as Figure 11 for employing.When loose tool 5 sheet materials are thicker, for improving hollow rate tyre mould making is become hollowcore slab, perforate 6 on hollowcore slab, vertical core 6 forms with cross-drilled hole 16 and connects, vertical core 6 should seal, can establish borehole jack 11 or, avoid cement paste to pour in down a chimney into cross-drilled hole 15 with colloid, plugging material (as cement mortar, clay, foamed material) sealing.Band hollow strips sheet material can be gathered materials on the spot, for example adopt foam concrete that certain intensity band hollow strips is arranged or band hollow strips gypsum sheet material etc. or.Have rectangle hole 6 (being convenient to concrete pouring) at loose tool 5, port lid 7 is arranged above the hole 6.
Figure 12 is for adopting the foam composite plate loose tool perspective view of arc perforate.As shown in figure 23, various good special composite foam plates of steel-plastic plate or loose tool that loose tool adopts Hainan very lucky steel-plastic plate factory to produce can select to adopt novel hydrophobic expansion pearlite cement and polystyrene insulation thermal insulation slab (the Wang Hong town does referring to " heat insulating material and building energy conservation " the 10th phase of calendar year 2001), have arc hole 6 on the loose tool, the upper end of hole 6 or lower end or up and down two ends be designed to arc simultaneously and enlarge mouthfuls 9.
Figure 13 is the foam composite plate loose tool perspective view of the spherical perforate in top and bottom.As shown in figure 24, loose tool adopts the insulation extruded sheet that Shanghai three glad extrusion molding foam-board Co., Ltd produces or adopts honeycomb hole foam composite plate or adopt the macromolecule composite foam sheet (referring to patent application: 02804777.X).Have arc perforate 6 on the loose tool, the upper end of hole 6 or lower end or up and down two ends be designed to simultaneously spherical enlarge mouthfuls 9, the loose tool top and bottom are spherical surfaces.
Figure 14 is for adopting two-directional corrugations surface loose tool perspective view.As shown in figure 27, the loose tool upper and lower surface adopts two-way (direction or multi-direction in length and breadth) corrugated surface, has square opening 6 on the loose tool, and perforate 6 has and enlarges mouth 9.Loose tool can select to adopt plate that common clay water mixing mud and air entrained agent make just or adopt cheap building or household garbage to form plate through harmless processing compacting just to be used to the concrete sandwich road surface of constructing.
Figure 15 is for adopting the two-directional corrugations surface loose tool perspective view that has groove.As shown in figure 28, the loose tool upper and lower surface adopts two-way (direction or multi-direction in length and breadth) corrugated surface, has groove 10 on the corrugated surface, has square opening 6 on the loose tool, and perforate 6 has and enlarges mouth.03141968.2) or adopt compressed straw slab loose tool can select to adopt high-voidage or medium void content macromolecule foam board (referring to patent application:, it have high-strength, light weight, sound insulation, characteristics such as heat insulation, fire-resistant (referring to scientific and technological information and economic nineteen ninety-five the 5th volume the 2nd phase Shi Jianjun do) the concrete sandwich wallboard that is used to construct, groove 10 can form concrete rib in filled board.
Figure 16 adopts the loose tool perspective view of spherical surface, spherical perforate for upper and lower surface.As shown in figure 30, spherical uneven surface is adopted in the loose tool above and below, has spherical perforate 6 on the loose tool, and the upper and lower end of hole 6 is spherical to enlarge mouthfuls 9, and the upper and lower surface of loose tool is spherical rough surface, on the loose tool fluted 10.Loose tool can be selected to adopt foamed cement expanded perlite composite insulation boards (referring to bright work of week " material and application " the 10th phase in 1998) or adopt the sandwich sheet material of honeycomb fashion (referring to flat work of " New Building Materials " nineteen ninety-five high sword of the 10th phase) or adopt the spherical expanded perlite with closed pore composite insulation boards.(the 4th phase Liu Peng in 2004 does referring to " Chinese non-metallic mineral industry guide ")
Figure 17 is for adopting the foam composite plate loose tool perspective view of rectangle opening.As shown in figure 22, loose tool adopts Guangzhou Liang Te composite foam plate Co., Ltd, has rectangle hole 6 (can be square or rectangular) on the loose tool, the upper end of hole 6 or lower end or up and down two ends design simultaneously and enlarge mouthfuls 9.
As Figure 18, Figure 19, Figure 20, shown in Figure 21, the concrete box shaped hollowcore slab of two-way concrete slab is made of upper plate 13, lower plate 12 and middle junction plate 15, open type box-shaped base mould 5.Open type box-shaped base mould 5 is made of upper plate 1 and four side plates 2, has a circular port 6 on upper plate, porose cap 4, orifice plate (or stopple) 7 on the hole 6.
Box-shaped hollow mould 5 adopts reinforced concrete precast member in this example, the upper plate 1 of loose tool 5 is designed to arch (folding face) and is to improve stressed, loose tool 5 upper plates, side plate give and stay reinforcing bar 10 to be convenient to be connected better with upper and lower layer cast-in-situ steel reinforced concrete, carrying cushion block 8 below the side plate (can be more firm, avoid the hollow obturator of box-shaped in casting process, to move), the upper plate 1 of loose tool has hole 6, and box-shaped hollow mould 5 constitutes compound box-shaped hollow structure with cast-in-situ steel reinforced concrete.
Work progress: loose tool and assembling reinforcement are installed earlier, and the 6 usefulness hole caps 4 of then giving on the box-shaped hollow mould 5 being boxed out are sealed (these routine mesopore cap 4 designs have three kinds of forms: infundibulate, the cover plate of band handle, foam plugs).The beginning fluid concrete, when finishing substantially Deng concrete construction, remove hole cap 4, open hole 6, utilize the concrete (or the lower face concrete mended slurry, artificial or machinery is floating) of hole 6 construction lower faces, seal to give with port lid (or stopple) 7 and box out 6, with steel mesh reinforcement hole 6 reinforcing bar breach are filled then, poured into a mould the concrete of top plate then.The shutoff mode in hole 6 can be designed to miscellaneous, for example cover-plate type, drawer type, roller shutter type, the formula etc. of operating a switch.
Opening box-shaped base mould 5 is made of upper plate 1 and four side plates 2 as shown in figure 22, has a large square hole 6 on upper plate 1, and concrete prefabricated cover plate 20 is arranged on the hole 6.
Implementation process: the concrete that earlier the box-shaped hollow mould is utilized hole 6 construction lower faces, give with 15 sealings of reinforced concrete prefabricated cover plate and to box out 6 and fuse with the concrete of cast-in-place top plate, or etc. after cast-in-situ concrete finishes, wait and cover prefabricated cover plate 20 again after in the reinforced concrete box shaped hollowcore slab pipeline being installed.
See shown in Figure 23,24,25 that as figure concrete box shaped hollowcore slab is made of upper and lower concrete slab 13,12 and middle junction plate 15, airtight box-shaped hollow mould 5.
Airtight box-shaped hollow mould 5 constitutes airtight box-shaped hollow mould by upper plate 1, lower plate 2,3 groups of plates and tube connector 18, there is longitudinal and transverse gripper shoe 21 to link to each other in the airtight box-shaped hollow mould, have hole 6 on upper plate 1, the lower plate 2, hole is communicated with tube connector 18 on the upper and lower plates, loose tool 5 can be the manufacturing of various materials, for example adopts sheet materials such as plank, discarded template, plastic plate, steel plate.The size of hole 6, shape and distributed number are determined as required.
Work progress: after loose tool and reinforcing bar binding install, the beginning fluid concrete, in the fluid concrete process, utilize the concrete of the hole 6 construction lower faces above the loose tool, after finishing etc. the concrete construction of lower plate, with stopple 7 hole on the loose tool 6 is sealed, concrete in the hole 6 sealing subdued (stopple 7 can adopt the material same with loose tool, light weight concrete construction or employing PVC sealed hollow tube, the effect of stopple 7 is except the weight that alleviates filled board, can also make the concrete construction of lower plate more closely knit), the concrete of floating upper face then.
Be opening box-shaped base mould perspective view as shown in figure 26 from perforated cap, port lid, loose tool 5 is combined by upper plate 1, lower plate 2 and side plate 3, (top is circular hole to have hole 6 on upper plate 1, the lower plate 2, big square hole on the lower plate) 6, pipeline type hole cap 4 is arranged on the circular port 6 of upper plate 1, port lid 7 is arranged on the hole cap 4, and loose tool 5 adopts rigid plastics.
Work progress: after loose tool and reinforcing bar binding installed, the 6 usefulness hole caps 4 of earlier giving on the box-shaped hollow mould 5 being boxed out were sealed (this routine mesopore cap 4 is designed to infundibulate).The beginning fluid concrete, can see the concrete cast situation of lower plate by hole cap 4, utilize the concrete of 4 blankings of hole cap, construction lower face (or the lower face concrete to be mended slurry, artificial or mechanical floating), Deng concrete construction intact after, cover port lid 7 on the hole cap 4, port lid 7 can be opened as required.
As shown in figure 27 for the closed box-shaped hollow mould perspective view of square back-up block is arranged, loose tool 5 is bonded by upper plate 1, lower plate 2, side plate 3 and back-up block 16 usefulness adhesives, have hole 6 on upper plate 1, the lower plate 2, hole is communicated with the hole on the back-up block 16 on the upper and lower plate, and loose tool 5 adopts the foam of polymers board member.Loose tool 5 upper plates 1 are supported in the primary effect of back-up block 16, and its secondary action connects loose tool 5 lower plates 2, on the back-up block 16 hole can be set, also hole can be set, hole is set, and hole also can be arranged to circle, square hole, and back-up block 16 also can play the effect of tube connector 11.
As shown in figure 28 for the closed box-shaped hollow mould of bar shaped back-up block perspective view is arranged, loose tool 5 is combined by upper plate 1, lower plate 2, side plate 3 and back-up block 16, loose tool 5 adopts vegetal plate, follow closely with iron nail, have hole 6 on loose tool 5 upper plates 1, the lower plate 2, hole is communicated with the hole on the back-up block 16 on the upper and lower plate, and back-up block 16 is a strip.
For bar shaped gripper shoe open type box-shaped hollow mould perspective view is arranged, loose tool 5 is combined by upper plate 1, side plate 3 and gripper shoe 16 as shown in figure 29, and loose tool 5 adopts vegetal plate, follow closely with iron nail, have hole 6 on loose tool 5 upper plates 1, gripper shoe 16 is arranged under the upper plate, gripper shoe 16 is a strip.
Implementation:
After loose tool and reinforcing bar binding install, begin fluid concrete, in the fluid concrete process, utilize the concrete of the perforate 6 construction lower faces above the loose tool, behind the concrete of floating lower plate, with cover plate 7 hole on the loose tool 6 is sealed the concrete of floating upper face.
As shown in figure 30 for enlarging the opening box-shaped base mould perspective view of cover plate, the bottom of upper plate 1 side plate 3 of ining succession, on upper plate 1, have hole 6, bearing bar 8 or give lingering on and connect reinforcing bar on upper plate 1 and below the side plate 3, this loose tool pipeline shape floor slab structure that can be used to construct.
For having the opening box-shaped base mould perspective view of hole cap, port lid, loose tool 5 is combined by upper plate 1 and side plate 3 (swash plate) as shown in figure 31, the edge of upper plate 1 side plate 3 of ining succession.Upper plate 1 has circular hole 6, and pipeline type hole cap 4 is arranged on the circular port 6 of upper plate 1, and port lid 7 is arranged on the hole cap 4, and loose tool 5 adopts gas concrete, concrete moulding bed be provided with to give stay muscle 10.
Be arc opening box-shaped base mould perspective view shown in figure 32, the edge of upper plate 1 side plate 3 of ining succession has hole 6 on arch upper plate 1, and bearing bar 8 below side plate 3, and port lid 7 is arranged on the hole cap 4, and loose tool 5 adopts rigid plastics.
Be the airtight stress pipeline box-shaped base mould perspective view that gives as shown in figure 33, loose tool 5 is combined by upper plate 1, lower plate 2 and side plate 3, end plate can be established in loose tool 5 two ends, have hole 6 on upper plate 1, the lower plate 2, hole is communicated with tube connector 11 on the upper and lower plates, loose tool 5 adopts and gives the stress reinforced concrete member, and 5 liang of disconnected giving of loose tool are stayed reinforcing bar 10, loose tool 5 external surface pluckings (surface irregularity) or be provided with to give and stay reinforcing bar 10.
Opening loose tool 5 constitutes the open hollow body structure by upper plate 1 and the right and left side plate 3 as shown in figure 34, has a slotted hole hole 6 on upper plate, and the port lid 7 on the hole 6 is movably or extensile (hole 6 is removable in other words).
Figure 35 adopts blocks assembling combination loose tool construction reinforced bar concrete sandwich, hollowcore slab cross-sectional view, and Figure 36 pieces the layout flat sectional drawing together for the oblique alignment of blocks 23.Figure 37 for blocks over against piecing the layout flat sectional drawing together together.Figure 38 is a blocks assembling combination loose tool perspective view.
As Figure 35, Figure 36, Figure 37, shown in Figure 38, the cement admixture plate holder heart (or hollow) plate by upper plate 13, lower plate 12, joint pin 14, and combination loose tool 5 constitute.Blocks assembling combination loose tool 5 is assembled into the combination loose tool by diffusing shape member 23 (blocks employing spheroid), the hole 6 that has assembly unit to be shaped on the combination loose tool, hole 6 upper and lower sides present tubaeform expansion mouth 9, and making up solid loose tool can be that the single or multiple lift spheroid is assembled.
The shape member 23 that looses is provided with handle so that fixing (with steel wire pass handle and reinforcing bar binding together or spheroid be held together mutually), the mode of piecing together of the shape member 23 that looses can be diversified, Figure 6 shows that layout is pieced in the oblique alignment of spheroid 23 together; Figure 7 shows that spheroid 23 over against piecing layout together together.
The assembly unit of loosing between shape member (spheroid) 23 and the diffusing shape member (spheroid) 23 can be nature assembly unit (being close to), or with other mode assembly units, coheres as chemical glue; Or diffusing shape member is installed magnetic material or the brush magnetic coating utilizes magnetic to inhale mutually, or with steel wire ball is worn etc.
The block shape member 23 that looses can be different shapes such as rectangle, trapezoidal, spherical, cylinder shape and curved surface shaped.As the polystyrene foam ball, foamed cement sand finish hollow ball etc.
It is as follows that it implements procedure declaration:
The steel mesh reinforcement of colligation lower plywood face on bed die at first, and on bed die, give and stay tension rib, then on bed die the lay gravel as cushion block 8, on gravel, lay spheroid 23, and spheroid 23 is combined into the combination loose tool, the steel mesh reinforcement of colligation top plate face again, reinforcing bar can be arranged in the groove of combination loose tool, separate with netted cushion block between the steel mesh reinforcement of top plate face and the spheroid 23, stay tension rib to be connected giving on the bed die, in order to avoid concrete makes the spheroid come-up to the buoyancy of spheroid with the steel mesh reinforcement of top plate face.
After loose tool and reinforcing bar binding install, the beginning fluid concrete is (for improving the workability of cement admixture, can adopt the fine grained aggregate to mix the pea gravel concrete or the water of coal ash cement mortar of system), in the fluid concrete process, utilize the concrete of the hole 6 construction lower faces above the loose tool, because spheroid can all around roll, hole 6 sizes between the spheroid 23 are adjustable, be convenient to like this vibrate with the shock club insertion, after finishing etc. the concrete construction of lower plate, the concrete of the upper face of constructing then.
Figure 39 is the combination loose tool perspective view of hollow blocks body assembly unit.As shown in figure 39, the combination loose tool is assembled into the solid loose tool of combination, the hole 6 that has assembly unit to be shaped between spheroid and the spheroid by diffusing shape member 23 (adopting plastic hollow ball and hollow metal sphere).
Figure 40 adopts strip shape body assembling combination loose tool construction reinforced bar concrete core unit cross-sectional view, and Figure 41 is the A-A flat sectional drawing of Figure 40.Figure 42 is hollow strip shape body body assembling combination loose tool perspective view.
As Figure 40, Figure 41, shown in Figure 42, cement admixture plate hollowcore slab is made of upper plate 13, lower plate 12, hollow body assembling combination loose tool 5 and joint pin 14 and junction plate 15.Upper plate 13, lower plate 12 connect into overall structure by joint pin 14 and junction plate 15.Make up solid loose tool and be assembled into the combination loose tool by diffusing shape member 23 (hollow body) and diffusing shape member 23 (block), entangle with connector (pipe box) 24 at the two ends of the shape member (body) 23 that looses, the hole 6 that has assembly unit to be shaped on the combination loose tool.Can bundle between the shape member (body) 23 of loosing with iron wire, or with other mode assembly units, the mode of piecing together of body 23 has multiple.
It is as follows that it implements procedure declaration:
The shape member 23 that at first will loose is combined into the combination loose tool, the reinforcing bar of the steel mesh reinforcement of colligation lower plywood face 12 and junction plate 14 on bed die then, the combination loose tool is installed, the steel mesh reinforcement of colligation top plate face 13 again, the reinforced mesh of upper and lower laminate face is with connecting reinforcement 4 colligations.Cushion block 8 is arranged below loose tool, guaranteeing the concrete cast thickness of lower plate, and be fixed on loose tool 5 on lower floor's steel mesh reinforcement or avoid in the fluid concrete process loose tool to float on the bed die or move top to bottom, left and right, front and rear with iron wire (or fine steel rib).
After loose tool and reinforcing bar binding install, the beginning fluid concrete is (for improving the workability of cement admixture, can adopt the fine grained aggregate to mix the pea gravel concrete or the cement mortar of system), in the fluid concrete process, utilize the concrete of the hole 6 construction lower faces above the loose tool, after finishing etc. the concrete construction of lower plate, the concrete of the upper face of constructing then.
Combination loose tool perspective view as Figure 43 strip shape body and strip shape body assembly unit.The combination loose tool is assembled by the short tube 23 of loose shape member (strip shape body) 23 and centre, and shutoff can will be managed with plug in combination loose tool two ends, the hole 6 that has assembly unit to be shaped on the combination loose tool.Strip shape body 23 is used the gluing knot with the seam of short tube 23, has sealing effectiveness simultaneously, in order to avoid spillage.Long tube and short tube can form the hollow body of perforation, also can be the isolated relatively hollow bodies of vertical, horizontal.
Long tube and short tube form the hollow body that connects can use drawing-in wire, and the shape member 23 following perforates of loosing can be used for drawing-in wire, and light fixture is installed.
Be the combination loose tool perspective view of perforation plate body assembly unit as shown in figure 44.Solid loose tool is assembled into the solid loose tool of combination by the diffusing shape member (plate body) 23 of perforation, and the connector 24 that looses between the shape member 23 adopts tongue and grooves or tenon to connect.The hole 6 and the diffusing shape member 23 middle holes of wearing 6 that have assembly unit to be shaped on the combination loose tool, the foaming plate of shape member 23 that loose for adopting mineral wool or light ceramic to make, its periphery has semi-circular recesses, bores a hole on the shape member that looses and can reduce the assembly unit workload.
Be the combination loose tool perspective view of discoid (or discus shape) block assembly unit as shown in figure 45.Solid loose tool becomes the combination loose tool by diffusing shape member (block) 23 assembly units (connecting with steel wire) of polylith, the hole 6 and the diffusing shape member 23 middle holes that stay that give that have assembly unit to be shaped on the combination loose tool, the foaming plate of shape member 23 for adopting lightweight plancon or light ceramic to make looses.Loose and link up with connector 24 (steel wire) between shape member 23 and the diffusing shape member 23.
Be the combination loose tool perspective view of curved surface cylinder assembly unit as shown in figure 46.Make up solid loose tool and be assembled into the solid loose tool of combination, make up the hole 6 that has assembly unit to be shaped on the solid loose tool by 12 blocks of diffusing shape members 23 (curved surface cylinder).
Characteristics according to concrete pouring, diffusing shape member 23 is designed to flat circle down, and (first half curvature is little, Lower Half curvature is big) the curved surface cylinder, the external surface troweling is to reduce the resistance that concrete slides, the shape member 23 that looses adopts hard polyurethane foams water-proof heat insulation composite material, and (way is seen patent application in detail: be provided with bracing frame 8 below the foamed bulk of 98201157.1) making, the shape member 23 that looses.Natural assembly unit between diffusing shape member 23 and the diffusing shape member 23.Or cover with net (gauze wire cloth or plastic wire) the shape member 23 that looses, or with other mode assembly units, as linking up with steel wire etc.The curved surface cylinder can be solid, also can be hollow.
Be plum blossom shape establishment assembling combination loose tool perspective view as shown in figure 47.Solid loose tool is compiled into the solid loose tool of combination by diffusing shape member (block) 23, makes up the hole 6 that has assembly unit to be shaped on the solid loose tool, and the shape member 23 that looses is for adopting defective work (tin can, beverage bottle etc.).
The assembly unit of loosing between the shape member (bottle) 23 can be nature assembly unit (being close to), or with other mode assembly units, as the shape member colligation of will loosing with plastic ties, be concatenated into integral body etc.Erection method can be diversified.
Be the horizontal assembling combination loose tool of pitcher perspective view as shown in figure 48.Solid loose tool is compiled into the solid loose tool of combination by diffusing shape member (block) 23 usefulness ropes, makes up the hole 6 that solid loose tool has establishment to be shaped, and the shape member 23 that looses is for adopting defective work beverage bottle etc., and erection method: level is to intersecting assembly unit side by side.
Figure 49 is that strip shape body (square tube) is assembled into combination loose tool perspective view with block.4 strip shape bodies (square tube) 23 are assembled into the combination loose tool with blocks 23 as shown in figure 49, between (square tube) 23, separate with block (or short tube) 23, making up solid loose tool two ends can couple together with connector 24 (pipe box), shutoff can will be managed with plug in the termination, the hole 6 that has assembly unit to be shaped on the combination loose tool.
It is as follows that it implements procedure declaration: after loose tool and reinforcing bar binding install, the beginning fluid concrete, utilize earlier the concrete of the hole 6 construction lower faces that assembly unit is shaped on the solid loose tool of combination, after the concrete construction of lower plate finishes, the concrete of the upper face of constructing then.Concrete in the hole 6 becomes the concrete column that connects upper and lower panel.
Be the combination loose tool perspective view of piece shape plate body assembly unit as shown in figure 50.Loose tool 5 becomes combination loose tool 5 by diffusing shape member (plate body) 23 assembly units (jam-packed).The connector 24 that looses between the shape member 23 (plate body) adopts reinforcing bar to connect.Make up the hole 6 that the assembly unit shaping is arranged on the loose tool 5, (detailed way is seen in the patent asks the shape member 23 that looses: 00120631.1) etc. in order to adopt common light ceramic tile or discarded plank or sound-absorbing wood-foam cement plate.
Be depicted as spheroid tandem compound loose tool perspective view as Figure 51.Loose tool 5 becomes combination loose tool 5 by diffusing shape member (spheroid) 23 usefulness connector 24 (reinforcing bar) series systems, the hole 6 that combination loose tool 5 has establishment to be shaped, and the shape member 23 that looses is made for adopting defective work (industry, building and household garbage etc.).The form of presentation of establishment body can be varied.
Claims (9)
1. a filling mould is characterized in that: the hole that has one or more top and bottom to connect on the loose tool.
2, filling mould according to claim 1 is characterized in that: loose tool is to choose any one kind of them in platy structure or box structure or the combining structure.
3, filling mould according to claim 2 is characterized in that: the described hole place is provided with borehole jack, port lid, stopple or prefabricated cover plate.
4, filling mould according to claim 2 is characterized in that: be provided with the hole inwall in the hole of described loose tool, the side of loose tool or hole inwall are provided with surface layer.
5. filling mould according to claim 1 and 2 is characterized in that: filling mould is closely knit sheet material, loose sheet material, foaming plate, hole sheet material, work out sheet material, contain hollow body, the solid sheet material of hollow strips or contain in the hollow plate of hollow body, hollow strips is chosen any one kind of them.
6. filling mould according to claim 2 is characterized in that: described box structure loose tool comprises upper plate and the side plate that is attached thereto or ribs, back-up block, gripper shoe or tube connector.
7. filling mould according to claim 6 is characterized in that: described box structure loose tool also further comprises lower plate, and this lower plate is connected with side plate or ribs, back-up block, gripper shoe or tube connector, has at least one hole on lower plate.
8. filling mould according to claim 2 is characterized in that: described combining structure loose tool by diffusing shape component assembly, connect, work out.
9. sandwich a, hollow-core construction is characterized in that: in the middle of the upper and lower cement admixture panel filling mould is arranged, hole is arranged on the filling mould, have joint pin or junction plate that upper and lower cement admixture panel is linked to be overall structure in the hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200510119878 CN1818274A (en) | 2004-11-09 | 2005-11-09 | Filling tyre mould and its sandwich and hollow structure |
Applications Claiming Priority (4)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200410052109.6 | 2004-11-09 | ||
| CN200410052110.9 | 2004-11-09 | ||
| CN200410052110 | 2004-11-09 | ||
| CN 200510119878 CN1818274A (en) | 2004-11-09 | 2005-11-09 | Filling tyre mould and its sandwich and hollow structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN1818274A true CN1818274A (en) | 2006-08-16 |
Family
ID=36918448
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200510119878 Pending CN1818274A (en) | 2004-11-09 | 2005-11-09 | Filling tyre mould and its sandwich and hollow structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1818274A (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102134888A (en) * | 2011-01-24 | 2011-07-27 | 金陵科技学院 | Cast-in-place reinforced concrete hollow floor (plate) with both thermal insulation and sound insulation functions and preparation method thereof |
| CN102449248A (en) * | 2009-05-15 | 2012-05-09 | 杜得胜 | Steel reinforcement structure of bubbledeck slab elements and procedure of manufacturing bubbledeck slab elements |
| CN106677362A (en) * | 2017-01-19 | 2017-05-17 | 姚攀峰 | Vented-box thermal insulation wallboard structure with built-in connecting bolts and construction method thereof |
| CN107530902A (en) * | 2015-04-17 | 2018-01-02 | 欧司朗有限公司 | Concrete casting system and the method for providing lighting apparatus between floors |
| CN112130212A (en) * | 2020-08-21 | 2020-12-25 | 中国石油天然气集团有限公司 | Bearing body structure of marine electromagnetic node acquisition station |
| CN112412709A (en) * | 2020-09-25 | 2021-02-26 | 河南五方合创建筑设计有限公司 | Prefabricated self-assembly multifunctional offshore energy platform |
| WO2021077316A1 (en) * | 2019-10-21 | 2021-04-29 | 长沙远大住宅工业集团股份有限公司 | Prefabricated module |
-
2005
- 2005-11-09 CN CN 200510119878 patent/CN1818274A/en active Pending
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102449248A (en) * | 2009-05-15 | 2012-05-09 | 杜得胜 | Steel reinforcement structure of bubbledeck slab elements and procedure of manufacturing bubbledeck slab elements |
| CN102449248B (en) * | 2009-05-15 | 2014-01-01 | 杜得胜 | Steel reinforcement structure of bubbledeck slab elements and procedure of manufacturing bubbledeck slab elements |
| CN102134888A (en) * | 2011-01-24 | 2011-07-27 | 金陵科技学院 | Cast-in-place reinforced concrete hollow floor (plate) with both thermal insulation and sound insulation functions and preparation method thereof |
| CN102134888B (en) * | 2011-01-24 | 2012-03-28 | 金陵科技学院 | Cast-in-place reinforced concrete hollow floor (plate) with both thermal insulation and sound insulation functions and preparation method thereof |
| CN107530902A (en) * | 2015-04-17 | 2018-01-02 | 欧司朗有限公司 | Concrete casting system and the method for providing lighting apparatus between floors |
| CN106677362A (en) * | 2017-01-19 | 2017-05-17 | 姚攀峰 | Vented-box thermal insulation wallboard structure with built-in connecting bolts and construction method thereof |
| CN106677362B (en) * | 2017-01-19 | 2022-12-06 | 姚攀峰 | Opening box type heat-insulation wallboard structure with built-in connecting bolt and construction method thereof |
| WO2021077316A1 (en) * | 2019-10-21 | 2021-04-29 | 长沙远大住宅工业集团股份有限公司 | Prefabricated module |
| US11965327B2 (en) | 2019-10-21 | 2024-04-23 | Changsha Broad Homes Industrial Group Co., Ltd | Prefabricated module |
| CN112130212A (en) * | 2020-08-21 | 2020-12-25 | 中国石油天然气集团有限公司 | Bearing body structure of marine electromagnetic node acquisition station |
| CN112412709A (en) * | 2020-09-25 | 2021-02-26 | 河南五方合创建筑设计有限公司 | Prefabricated self-assembly multifunctional offshore energy platform |
| CN112412709B (en) * | 2020-09-25 | 2022-08-30 | 河南五方合创建筑设计有限公司 | Prefabricated self-assembly multifunctional offshore energy platform |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN1287057C (en) | Composite building material | |
| CN1818274A (en) | Filling tyre mould and its sandwich and hollow structure | |
| CN1164844C (en) | Tubular, hollow and steel bar reinforced concrete floor member | |
| WO2006050665A1 (en) | A filling mould and the sandwich and hollow structure thereof | |
| CN1693617A (en) | Reinforced concrete stereo load-carrying structure floor | |
| CN1624275A (en) | Box-shaped hollow mould and reinforced concrete box-shaped hollow plate gride | |
| CN1114739C (en) | Hollow tube member and its making process | |
| CN1693631A (en) | Box-shaped base mould and reinforced concrete box shaped construction unit | |
| CN2536682Y (en) | Steel bar reinforced floor with tubular holes | |
| CN1752373A (en) | Filling mould and cement mixture sandwich board | |
| CN1851166A (en) | Cast-in-place concrete hollow plate | |
| CN2536685Y (en) | Lightweight steel bar reinforced floor with tubular holes and strengthening means | |
| CN1160506C (en) | Light, tubular and steel bar reinforced concrete floor member | |
| CN1250840C (en) | Hollow member for concrete | |
| CN1273705C (en) | Cavity member | |
| CN1236177C (en) | Shuttering member | |
| CN1641166A (en) | Sandwich board filling mould and cement mixture | |
| CN1880688A (en) | Cavity member for use in concrete | |
| CN1847541A (en) | In-situ cast hollow concrete slab | |
| CN1793548A (en) | Hollow component | |
| CN1800535A (en) | Reinforced bar concrete hollow slab | |
| CN1880685A (en) | Cavity member for use in concrete | |
| CN1789583A (en) | Open web components for concrete construction | |
| CN1851173A (en) | Cast-in-place concrete hollow plate | |
| CN1804309A (en) | Shuttering member |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C12 | Rejection of a patent application after its publication | ||
| RJ01 | Rejection of invention patent application after publication |
Open date: 20060816 |