CN1112489C - Comobined ribbed cavity member for spatial structure roof - Google Patents
Comobined ribbed cavity member for spatial structure roof Download PDFInfo
- Publication number
- CN1112489C CN1112489C CN 01134818 CN01134818A CN1112489C CN 1112489 C CN1112489 C CN 1112489C CN 01134818 CN01134818 CN 01134818 CN 01134818 A CN01134818 A CN 01134818A CN 1112489 C CN1112489 C CN 1112489C
- Authority
- CN
- China
- Prior art keywords
- base plate
- hollow mould
- mould shell
- structure base
- cavity member
- 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.)
- Expired - Fee Related
Links
Images
Landscapes
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
The present invention relates to a combined-rib cavity component for a space structural slab, which comprises cavity mould shells (1) and a structural bottom plate (2), wherein the cavity mould shells (1) are integrally connected with the structural bottom plate (2). The present invention is characterized in that the structural bottom plate (2) is at least provided with two cavity mould shells (1) arranged in a spaced mode; the side surfaces of the cavity mould shells and the structural bottom plate (2) form at least one mould cavity(3) of a cast-in-situ structural secondary rib, and other outer side surfaces (4) of the cavity mould shells (1) form a main rib of a cast-in-situ structure, or a beam or a side template of a wall. In this way, the cast-in-situ structural secondary rib can be formed in the mould cavity (3) of the cast-in-situ structural secondary rib and participate in the stressing of the structural bottom plate, the cast-in-situ main rib and a cast-in-situ upper plate so as to forma stressing structure of main and secondary staggered hidden ribs. Mechanical performance is improved, the integral performance and shock resistance of the slab are improved, the thickness of the slab is reduced, structural self weight is lightened, and costs are reduced. Simultaneously, the present invention has the characteristics of high intensity, simple structure, convenient construction and transportation, etc.
Description
(1) technical field
The present invention relates to a kind of Comobined ribbed cavity member for spatial structure roof.
(2) background technology
Advantages such as at present, the building of brick mix structure and reinforced concrete structure major part adopts precast hollow slab as floor structure, and it is fast that this floor structure has speed of application, and cost is low.But, only use the cement mortar joint filling, thereby globality is poor, is unfavorable for antidetonation, and phenomenons such as slit cracking, infiltration often occur owing to firmly do not link between adjacent two precast hollow slabs.In order to address the above problem, a lot of building have adopted the method for Cast-in-place concrete floor (solid, hollow), though solved antidetonation and problems of crack, will use template in a large number during construction, have not only increased expense, and have slowed down speed of application, have prolonged the duration.Application number is " a kind of combination concrete rib floor structure " utility model patent of 00203695.9, it is made up of prefabricated plate, formwork, dark rib, upper plate, each prefabricated plate is placed at interval, on prefabricated plate, be fixed with formwork, be provided with dark rib between contiguous prefabricated thin plate or the formwork, upper plate covers on the formwork, and connects as one with dark rib.Though this floor structure can be saved a large amount of templates, accelerate construction progress, but because formwork is what to separate with prefabricated plate, its strength and stiffness are corresponding relatively poor, thereby the problem that exists formwork easily to break, simultaneously, formwork is fixed on and does not relate to concrete fixed form on the prefabricated plate, thereby fixed in place is difficult.And the patent No. is 93206310.1 shuttering member utility model patent, it constitutes hollow mould shell by sidewall and formwork upper plate and is connected to form totally-enclosed cavity polyhedral structure with lower shoe again, prefabricated ribs is arranged in it, during use member is placed on the supporter of floor gap, formation bonded to one another is whole between cast-in-place main rib, the shuttering member.When this kind member uses, be a kind of prefabricated noggin piece purely, the ribs in the die housing only is used to support formwork, can not participate in the whole stressed of superstructure.Tensile region particularly, its go to the bottom and ribs by actual tensional element design.When normal the use, if stress deformation, then member easily comes off, and forms interface between Cast-in-place concrete and prefabricated formwork, and cracks, and is when particularly span is big, all the more so.Simultaneously, alternation load action, vibrating load effect, seismic loading and deflection deformation when it can not bear normal the use, and on the formwork suspender member can not be installed.At present, the practical engineering application of this member has proved and has had Interface Crack between this formwork and the steel bar concrete main rib and potential safety hazard such as may come off.And when being applied in, not having time rib between the cast-in-place main rib and connect, thereby make the size of main rib need the phase strain big than the large spatial structure superstructure, or the increase of the quantity of main rib, cause material usage to increase, cost increases.Therefore developing a kind of novel prefabricated cavity component in use for cover of storied building in space structure replaces existing formwork for being badly in need of.
(3) summary of the invention
The object of the present invention is to provide a kind of prefabricated cavity component in use for cover of storied building in space structure, after being applied to superstructure, the stress performance of superstructure is improved, the thickness of corresponding minimizing superstructure, reduce cost, also have simple in structure, characteristics such as intensity is high, convenient construction and transport simultaneously.
Solution of the present invention is to include formwork and structure base plate, hollow mould shell and structure base plate connect into integral body, it is characterized in that having 2 hollow mould shells on the structure base plate at least alternately, its side and structure base plate constitute at least one cast-in-place structural time rib die cavity, and other lateral surface of hollow mould shell constitutes the side template of cast-in-place structural main rib or beam or wall.Like this, because on the prior art basis, at least 2 hollow mould shells and at least 1 cast-in-place structural time rib die cavity are arranged on the structure base plate, on the structure base plate, just can form cast-in-place structure time rib, fellowship structure base plate, main rib, upper plate stressed, form two-way main rib time rib force structure, problems of the prior art have not only been solved, but also overall performance, the anti-seismic performance of superstructure have further been improved, reduce the thickness of superstructure, alleviated dead load, reduced cost, also have characteristics such as intensity height, simple in structure, construction, convenient transportation simultaneously.
Feature of the present invention is that also cast-in-place structural time rib die cavity has two when above, their parallel each other or quadrature or obliques.
Feature of the present invention is that also reinforcing rib is arranged on hollow mould shell.
Feature of the present invention also is on the structure base plate reinforcing rib is arranged.
Feature of the present invention also is to accompany reinforcing bar, steel mesh reinforcement or gauze wire cloth in the structure base plate, and the thickness of slab of structure base plate is greater than the wall thickness of hollow mould shell.
Feature of the present invention also is to be extended with simultaneously the structure base plate that forms cast-in-place structural time rib die cavity or hollow mould shell or both to be revealed muscle or reveals net, the perhaps joint of reinforcing bar, steel mesh reinforcement or gauze wire cloth.
Feature of the present invention is that also the position that hollow mould shell contacts with the structure base plate is interior puncture angle or evagination right angle.
Feature of the present invention is that also the external surface of hollow mould shell is waveform or zigzag or plucking or other special-shaped rough surface.
Feature of the present invention is that also hollow mould shell is the back taper hollow mould shell.
Feature of the present invention is that also the structure base plate flushes with the lateral surface of hollow mould shell or stretches out the formation bridging piece, or interior puncture angle, stretch out and in contract partly for local or all, outer bridging piece and in its outer edge of back that contracts be straight line or curve or broken line.
Feature of the present invention is that also the structure base plate is porose reinforcing rib base plate.
Feature of the present invention is that also the structure base plate has the tightening position that pulls down that connects construction formwork to construct, and locating structure is draw ring, drag hook, iron wire or other device.
Feature of the present invention is that also hollow mould shell, structure base plate have the enhancing carcass, and strengthening carcass be silk, muscle slender member, or the cloth and the net of silk, the braiding of muscle slender member or weaving, or the gluing cloth of nonwoven, net, or makes up more than two kinds.Strengthen carcass silk, muscle and be disorderly to or directed dispersed placement, the rare close degree of silk, the muscle of braid, yarn fabric, nonwoven, tow or muscle bundle is variation or indeclinable.
Feature of the present invention is that also hollow mould shell, structure base plate or both are formed by stacking by muscle, net that multilayer is stained with cementitious material.
Feature of the present invention also is in the cavity of hollow mould shell partly or entirely filling or foamed plastic pasting, expanded perlite, expanded vermiculite, foaming or aerated light concrete, rock wool, mineral wool or glass wool.
Feature of the present invention is that also the profile after the combination of structure base plate and hollow mould shell is the square bodily form, cuboid, cylindrical, the hexagon bodily form or other shape.
Feature of the present invention is that also the appearance and size of Cavity structural member is ascending gradually changing; The wide end in chamber of the thickness of slab of the structure base plate of prefabricated cavity member or cast-in-place structural time rib die cavity is relatively large, from large to small, carries out the transition to the other end gradually.
Feature of the present invention also be hollow mould shell and structure base plate ways of connecting for gluedly is connected, is welded to connect, screw connects, iron wire connects, cutting ferrule connection or other connection.
Feature of the present invention also is to be useful on the structure base plate location thing that is connected the location with hollow mould shell.
Feature of the present invention is that also the location thing on the structure base plate is protrusion locating piece, positioning strip, posting, locating slot, locating ring, reference column or other location thing.
Feature of the present invention is that also hollow mould shell is an outward flanging or to the hollow mould shell of in-flanges.
Feature of the present invention also is to be embedded with weldment with the relevant position of structure base plate, to be connected cutting ferrule or iron wire at hollow mould shell, perhaps is reserved with to connect to use hole.
Feature of the present invention also be the structure base plate be steel bar concrete, steel mesh reinforcement concrete, gauze wire cloth concrete, from stress steel bar concrete, polymer steel bar concrete or wire mesh mortar, the cementitious materials of hollow mould shell is cement, cement mortar, polymer cement, alkali slag cement, ground caustic coal ash cement, sulphate aluminium cement, ferrous aluminate cement, magnesia oxychloride cement, high alumina cement, organic resin glue or combinations thereof, and hollow mould shell, structure base plate are made with same material or different materials.
When feature of the present invention is that also the structure base plate is steel bar concrete, each composition material weight of its concrete is cement 15%-25%, sand 20%-30%, stone 40%-55%, UEA expansion agent 3%-5%, FDN high efficiency water reducing agent 0.1%-0.5%, PP fiber 0.01%-1%, CS early strength admixture 0.1%-0.5%, water is an amount of.
When feature of the present invention is that also the structure base plate is the wire mesh mortar moulding, each composition material weight of mortar is cement 20%-40%, sand 60%-70%, UEA expansion agent 3%-5%, the efficient composite water-reducing agent 0.1%-0.6% of XN, FC polypropylene complex emulsions 0-3%, CS early strength admixture 0.2%-0.5%, water is an amount of.
(4) description of drawings
Fig. 1 is the structural representation of embodiments of the invention 1, for 4 hollow mould shells (1) are arranged on structure base plate (2), constitutes the cast-in-place structural time rib die cavity (3) of 2 quadratures.
Fig. 2 is the structural representation of embodiments of the invention 2, for 2 parallel cast-in-place structurals time rib die cavity (3) is arranged on structure base plate (2).
Fig. 3 is the structural representation of embodiments of the invention 3, is the cast-in-place structural time rib die cavity (3) that has 4 to be arranged in intersecting parallels on structure base plate (2).
Fig. 4 is the structural representation of embodiments of the invention 4, is the cast-in-place structural time rib die cavity (3) that 2 obliques are arranged on structure base plate (2).
Fig. 5 is the structural representation of embodiments of the invention 5, for protruding reinforcing rib (5) is downwards arranged on hollow mould shell (1).
Fig. 6 is the structural representation of embodiments of the invention 6, for the downward protruding reinforcing rib (5) of groove is arranged on hollow mould shell (1).
Fig. 7 is the structural representation of embodiments of the invention 7, for convex reinforcing rib (5) is arranged on hollow mould shell (1).
Fig. 8 is the structural representation of embodiments of the invention 8, for the convex reinforcing rib (5) of groove is arranged on hollow mould shell (1).
Fig. 9 is the structural representation of embodiments of the invention 9, for reinforcing rib (5) is arranged on structure base plate (2).
Figure 10 is the structural representation of embodiments of the invention 10, on hollow mould shell (1) and the structure base plate (2) reinforcing rib (5) being arranged simultaneously.
Figure 11 is the structural representation of embodiments of the invention 11, and for reinforcing bar (6) is arranged in the structure base plate (2), and its thickness of slab is greater than the wall thickness of hollow mould shell (1).
Figure 12 is the structural representation of embodiments of the invention 12, for steel mesh reinforcement (7) is arranged in the structure base plate (2).
Figure 13 is the structural representation of embodiments of the invention 13, for gauze wire cloth (8) is arranged in the structure base plate (2).
Figure 14 is the structural representation of embodiments of the invention 14, for reinforcing bar (6) is arranged in the structure base plate (2), reinforcing rib (5) is arranged on the hollow mould shell (1).
Figure 15 is the structural representation of embodiments of the invention 15, for steel mesh reinforcement (7) is arranged in the structure base plate (2), reinforcing rib (5) is arranged on the hollow mould shell (1).
Figure 16 is the structural representation of embodiments of the invention 16, for gauze wire cloth (8) is arranged in the structure base plate (2), reinforcing rib (5) is arranged on the hollow mould shell (1).
Figure 17 is the structural representation of embodiments of the invention 17, for reinforcing bar (6) is arranged in the structure base plate (2), reinforcing rib (5) is arranged on the structure base plate (2).
Figure 18 is the structural representation of embodiments of the invention 18, for steel mesh reinforcement (7) is arranged in the structure base plate (2), reinforcing rib (5) is arranged on the structure base plate (2).
Figure 19 is the structural representation of embodiments of the invention 19, for gauze wire cloth (8) is arranged in the structure base plate (2), reinforcing rib (5) is arranged on the structure base plate (2).
Figure 20 is the structural representation of embodiments of the invention 20, for reinforcing bar (6) is arranged in the structure base plate (2), on hollow mould shell (1) and the structure base plate (2) reinforcing rib (5) is arranged.
Figure 21 is the structural representation of embodiments of the invention 21, for steel mesh reinforcement (7) is arranged in the structure base plate (2), on hollow mould shell (1) and the structure base plate (2) reinforcing rib (5) is arranged.
Figure 22 is the structural representation of embodiments of the invention 22, for gauze wire cloth (8) is arranged in the structure base plate (2), on hollow mould shell (1) and the structure base plate (2) reinforcing rib (5) is arranged.
Figure 23 is the structural representation of embodiments of the invention 23, for structure base plate (2) has dew muscle (9).
Figure 24 is the structural representation of embodiments of the invention 24, for structure base plate (2) has dew net (10).
Figure 25 is the structural representation of embodiments of the invention 25, and the joint (11) of reinforcing bar (6) is arranged for structure base plate (2).
Figure 26 is the structural representation of embodiments of the invention 26, and the joint (11) of gauze wire cloth (8) is arranged for structure base plate (2).
Figure 27 is the structural representation of embodiments of the invention 27, for structure base plate (2) has dew muscle (9), and reinforcing rib (5) is arranged.
Figure 28 is the structural representation of embodiments of the invention 28, for structure base plate (2) has dew net (10), reinforcing rib (5) is arranged on the hollow mould shell (1).
Figure 29 is the structural representation of embodiments of the invention 29, for structure base plate (2) has dew muscle (9), and on structure base plate (2) and the hollow mould shell (1) reinforcing rib (5) is arranged.
Figure 30 is the structural representation of embodiments of the invention 30, for structure base plate (2) has dew net (10), and on structure base plate (2) and the hollow mould shell (1) reinforcing rib (5) is arranged.
Figure 31 is the structural representation of embodiments of the invention 31, and the position that contacts with structure base plate (2) for hollow mould shell (1) is interior puncture angle (12).
Figure 32 is the structural representation of embodiments of the invention 32, and the position that contacts with structure base plate (2) for hollow mould shell (1) is evagination right angle (13).
Figure 33 is the structural representation of embodiments of the invention 33, and the position that contacts with structure base plate (2) for hollow mould shell (1) is interior puncture angle (12), and structure base plate (2) has gauze wire cloth (8), and joint (11) is arranged.
Figure 34 is the structural representation of embodiments of the invention 34, and the position that contacts with structure base plate (2) for hollow mould shell (1) is interior puncture angle (12), and hollow mould shell (1) has reinforcing rib (5) simultaneously.
Figure 35 is the structural representation of embodiments of the invention 35, the position that contacts with structure base plate (2) for hollow mould shell (1) is evagination right angle (13), structure base plate (2) has steel mesh reinforcement (7), and dew net (10) is arranged, and on the hollow mould shell (1) reinforcing rib (5) is arranged simultaneously.
Figure 36 is the structural representation of embodiments of the invention 36, the position that contacts with structure base plate (2) for hollow mould shell (1) is evagination right angle (13), structure base plate (2) has steel mesh reinforcement (7), and dew net (10) is arranged, and on hollow mould shell (1) and the structure base plate (2) reinforcing rib (5) is arranged simultaneously.
Figure 37 is the structural representation of embodiments of the invention 37, for the external surface of hollow mould shell (1) is the situation of unordered plucking.
Figure 38 is the structural representation of embodiments of the invention 38, for the external surface of hollow mould shell (1) is a waveform.
Figure 39 is the structural representation of embodiments of the invention 39, for the external surface of hollow mould shell (1) is the situation of orderly plucking.
Figure 40 is the structural representation of embodiments of the invention 40, and for the external surface of hollow mould shell (1) is a waveform, structure base plate (2) has dew muscle (9).
Figure 41 is the structural representation of embodiments of the invention 41, and for the external surface of hollow mould shell (1) is orderly plucking, structure base plate (2) has dew net (10).
Figure 42 is the structural representation of embodiments of the invention 42, and for the external surface of hollow mould shell (1) is a waveform, structure base plate (2) has joint (11), and reinforcing rib (5) is arranged.
Figure 43 is the structural representation of embodiments of the invention 43, and for the external surface of hollow mould shell (1) is orderly plucking, structure base plate (2) has dew muscle (9), and reinforcing rib (5) is arranged.
Figure 44 is the structural representation of embodiments of the invention 44, and hollow mould shell (1) is the back taper hollow mould shell.
Figure 45 is the structural representation of embodiments of the invention 45, and hollow mould shell (1) is the back taper hollow mould shell, and structure base plate (2) has dew net (10).
Figure 46 is the structural representation of embodiments of the invention 46, and hollow mould shell (1) is the back taper hollow mould shell, and structure base plate (2) has dew net (10), and on structure base plate (2) and the hollow mould shell (1) reinforcing rib (5) is arranged.
Figure 47 is the structural representation of embodiments of the invention 47, and structure base plate (2) stretches out and constitutes bridging piece (14), and its outer edge is a broken line, is the zigzag broken line as shown in figure 47.
Figure 48 is the structural representation of embodiments of the invention 48, structure base plate (2) interior puncture angle (15).
Figure 49 is the structural representation of embodiments of the invention 49, and structure base plate (2) stretches out and constitutes bridging piece (14), and its outer edge is a broken line, and structure base plate (2) has the joint (11) of gauze wire cloth (8).
Figure 50 is the structural representation of embodiments of the invention 50, structure base plate (2) interior puncture angle (15), and structure base plate (2) has dew net (10).
Figure 51 is the structural representation of embodiments of the invention 51, structure base plate (2) stretches out and constitutes bridging piece (14), its outer edge is a broken line, and structure base plate (2) has the joint (11) of gauze wire cloth (8), and on structure base plate (2) and the hollow mould shell (1) reinforcing rib (5) is arranged.
Figure 52 is the structural representation of embodiments of the invention 52, and there is joint (11) at structure base plate (2) interior puncture angle (15) on the structure base plate (2), and reinforcing rib (5) is arranged.
Figure 53 is the structural representation of embodiments of the invention 53, is the reinforcing rib base plate of porose (16) for structure base plate (2).
Figure 54 is the structural representation of embodiments of the invention 54, for structure base plate (2) is the reinforcing rib base plate of porose (16), reinforcing rib (5) is arranged on the hollow mould shell (1).
Figure 55 is the structural representation of embodiments of the invention 55, for drag hook type locating structure (17) is arranged on the structure base plate (2).
Figure 56 is the structural representation of embodiments of the invention 56, for draw-ring type locating structure (17) is arranged on the structure base plate (2).
Figure 57 is the structural representation of embodiments of the invention 57, for hollow mould shell (1) is formed by stacking for muscle or the net (24) that multilayer is stained with cementitious material.
Figure 58 is the structural representation of embodiments of the invention 58, for being filled with foamed plastics in the hollow mould shell (1).
Figure 59 is the structural representation of embodiments of the invention 59, for the profile of Cavity structural member is a rectangle.
Figure 60 is the structural representation of embodiments of the invention 60, for the profile of Cavity structural member is a hexagon.
Figure 61 is the structural representation of embodiments of the invention 61, and for the profile of Cavity structural member is ascending gradually changing, and the thickness of slab of structure base plate is descending gradually changing.
Figure 62 is the structural representation of embodiments of the invention 62, for being connected between hollow mould shell (1) and the structure base plate (2) is welded to connect.
Figure 63 is the structural representation of embodiments of the invention 63, for hollow mould shell (1) is connected with the screw that is connected between the structure base plate (2).
Figure 64 is the structural representation of embodiments of the invention 64, and for location thing (19) is arranged on the structure base plate (2), its location thing (19) is a locating piece.
Figure 65 is the structural representation of embodiments of the invention 65, for positioning strip formula location thing (19) is arranged on the structure base plate (2).
Figure 66 is the structural representation of embodiments of the invention 66, for frame location, location thing (19) is arranged on the structure base plate (2).
Figure 67 is the structural representation of embodiments of the invention 67, is the hollow mould shell (1) of outward flanging for hollow mould shell (1).
Figure 68 is the structural representation of embodiments of the invention 68, for hollow mould shell (1) is a hollow mould shell (1) to in-flanges.
Figure 69 is the structural representation of embodiments of the invention 69, for hollow mould shell (1) is a hollow mould shell (1) to in-flanges, and locating piece formula location thing (19) is arranged.
Figure 70 is the structural representation of embodiments of the invention 70, for hollow mould shell (1) is the hollow mould shell (1) of outward flanging, and positioning strip formula location thing (19) is arranged.
Figure 71 is the structural representation of embodiments of the invention 71, for the situation of connection cutting ferrule (21) is arranged.
(5) specific embodiment
The invention will be further described below in conjunction with drawings and Examples.
The present invention as shown in drawings, include hollow mould shell (1) and structure base plate (2), hollow mould shell (1) connects into integral body with structure base plate (2), it is characterized in that having 2 hollow mould shells (1) at least alternately on the structure base plate (2), its side and structure base plate (2) constitute at least one cast-in-place structural time rib die cavity (3), and other lateral surface (4) of hollow mould shell (1) constitutes the side template of cast-in-place structural main rib or beam or wall.Fig. 1 constitutes the cast-in-place structural time rib die cavity (3) of 2 quadratures for 4 hollow mould shells (1) to be arranged on structure base plate (2).
Feature of the present invention is that also cast-in-place structural time rib die cavity (3) has two when above, their parallel each other or quadrature or obliques.Fig. 2 is for there being 2 parallel cast-in-place structurals time rib die cavity (3) on structure base plate (2); The cast-in-place structural time rib die cavity (3) of Fig. 3 on structure base plate (2), there being 4 to be arranged in intersecting parallels; The cast-in-place structural time rib die cavity (3) of Fig. 4 for 2 obliques are arranged on structure base plate (2).
Feature of the present invention is that also reinforcing rib (5) is arranged on hollow mould shell (1).Fig. 5 is for there being protruding reinforcing rib (5) downwards on hollow mould shell (1); Fig. 6 is for there being the downward protruding reinforcing rib (5) of groove on hollow mould shell (1); Fig. 7 is for there being convex reinforcing rib (5) on hollow mould shell (1); Fig. 8 is for there being the convex reinforcing rib (5) of groove on hollow mould shell (1).Because reinforcing rib (5) is arranged on hollow mould shell (1), thereby the raising of the strength and stiffness of hollow mould shell (1), also help member and participate in stressed.
Feature of the present invention is that also reinforcing rib (5) is arranged on the structure base plate (2).Fig. 9 can improve the intensity and the rigidity of structure base plate (2) for reinforcing rib (5) to be arranged on structure base plate (2); Figure 10 has reinforcing rib (5) on hollow mould shell (1) and the structure base plate (2) simultaneously.
Feature of the present invention also is to accompany reinforcing bar (6), steel mesh reinforcement (7) or gauze wire cloth (8) in the structure base plate (2), and the thickness of slab of structure base plate (2) is greater than the wall thickness of hollow mould shell (1).Figure 11 has reinforcing bar (6) in the structure base plate (2), and its thickness of slab is greater than the wall thickness of hollow mould shell (1); Figure 12 has steel mesh reinforcement (7) in the structure base plate (2); Figure 13 has gauze wire cloth (8) in the structure base plate (2).Because reinforces such as reinforcing bar are arranged in the structure base plate (2), the thickness of slab of structure base plate (2) is greater than the wall thickness of hollow mould shell (1) simultaneously, thereby the intensity of structure base plate (2) strengthens greatly, and is not easy to crack; Figure 14 has reinforcing bar (6) in the structure base plate (2), and reinforcing rib (5) is arranged on the hollow mould shell (1); Figure 15 has steel mesh reinforcement (7) in the structure base plate (2), and reinforcing rib (5) is arranged on the hollow mould shell (1); Figure 16 has gauze wire cloth (8) in the structure base plate (2), and reinforcing rib (5) is arranged on the hollow mould shell (1); Figure 17 has reinforcing bar (6) in the structure base plate (2), and reinforcing rib (5) is arranged on the structure base plate (2); Figure 18 has steel mesh reinforcement (7) in the structure base plate (2), and reinforcing rib (5) is arranged on the structure base plate (2); Figure 19 has gauze wire cloth (8) in the structure base plate (2), and reinforcing rib (5) is arranged on the structure base plate (2); Figure 20 has reinforcing bar (6) in the structure base plate (2), and reinforcing rib (5) is arranged on hollow mould shell (1) and the structure base plate (2); Figure 21 has steel mesh reinforcement (7) in the structure base plate (2), and reinforcing rib (5) is arranged on hollow mould shell (1) and the structure base plate (2); Figure 22 has gauze wire cloth (8) in the structure base plate (2), on hollow mould shell (1) and the structure base plate (2) reinforcing rib (5) is arranged.Owing at hollow mould shell (1) or structure base plate (2) or both reinforcing rib is arranged simultaneously, thereby the bulk strength of member, rigidity improve, and helps member and participate in stressedly, and member is difficult for breaking simultaneously.
Feature of the present invention also is to be extended with simultaneously the structure base plate (2) that forms cast-in-place structural time rib die cavity (3) or hollow mould shell (1) or both to be revealed muscle (9) or reveals net (10), the perhaps joint (11) of reinforcing bar (6), steel mesh reinforcement (7) or gauze wire cloth (8).Figure 23 has dew muscle (9) for structure base plate (2); Figure 24 has dew net (10) for structure base plate (2); Figure 25 has the joint (11) of reinforcing bar (6) for structure base plate (2); Figure 26 has the joint (11) of gauze wire cloth (8) for structure base plate (2); Figure 27 has dew muscle (9) for structure base plate (2), and reinforcing rib (5) is arranged; Figure 28 has dew net (10) for structure base plate (2), and reinforcing rib (5) is arranged on the hollow mould shell (1); Figure 29 has dew muscle (9) for structure base plate (2), and on structure base plate (2) and the hollow mould shell (1) reinforcing rib (5) is arranged; Figure 30 has dew net (10) for structure base plate (2), and on structure base plate (2) and the hollow mould shell (1) reinforcing rib (5) is arranged.Owing to dew muscle (9) is arranged or reveals net (10), the perhaps joint (11) that waits of reinforcing bar (6), thereby more firm with the bonding of Cast-in-place concrete, be difficult for the crackle between the cast-in-place and prefabricated concrete of base plate (2) appearance, stress performance is better.
Feature of the present invention is that also the position that hollow mould shell (1) contacts with structure base plate (2) is interior puncture angle (12) or evagination right angle (13).Figure 31 is that the position that hollow mould shell (1) contacts with structure base plate (2) is interior puncture angle (12); Figure 32 is that the position that hollow mould shell (1) contacts with structure base plate (2) is evagination right angle (13); Figure 33 is that the position that hollow mould shell (1) contacts with structure base plate (2) is interior puncture angle (12), and structure base plate (2) has gauze wire cloth (8), and joint (11) is arranged; Figure 34 is that the position that hollow mould shell (1) contacts with structure base plate (2) is interior puncture angle (12), and hollow mould shell (1) has reinforcing rib (5) simultaneously; Figure 35 is that the position that hollow mould shell (1) contacts with structure base plate (2) is evagination right angle (13), and structure base plate (2) has steel mesh reinforcement (7), and dew net (10) is arranged, and on the hollow mould shell (1) reinforcing rib (5) is arranged simultaneously; Figure 36 is that the position that hollow mould shell (1) contacts with structure base plate (2) is evagination right angle (13), and structure base plate (2) has steel mesh reinforcement (7), and dew net (10) is arranged, and on hollow mould shell (1) and the structure base plate (2) reinforcing rib (5) is arranged simultaneously.In member has, can increase when puncture angle (12) and prefabricated concrete structure base plate (2) between bonding, and superimposed with structure base plate (2), increase the intensity and the rigidity of structure base plate.When member had evagination right angle (13), this member was mainly used in thicker superstructure occasion, at this moment can reduce the consumption of Cast-in-place concrete, thereby alleviates the deadweight of superstructure, and reduces cost.
Feature of the present invention is that also the external surface of hollow mould shell (1) is waveform or zigzag or plucking or other special-shaped rough surface.Figure 37 is that the external surface of hollow mould shell (1) is the situation of unordered plucking; Figure 38 is that the external surface of hollow mould shell (1) is a waveform; Figure 39 is that the external surface of hollow mould shell (1) is the situation of orderly plucking; Figure 40 is that the external surface of hollow mould shell (1) is a waveform, and structure base plate (2) has dew muscle (9); Figure 41 is that the external surface of hollow mould shell (1) is orderly plucking, and structure base plate (2) has dew net (10); Figure 42 is that the external surface of hollow mould shell (1) is a waveform, and structure base plate (2) has joint (11), and reinforcing rib (5) is arranged; Figure 43 is that the external surface of hollow mould shell (1) is orderly plucking, and structure base plate (2) has dew muscle (9), and reinforcing rib (5) is arranged.Because hollow mould shell (1) has coarse surface, thereby can increase the adhesion stress between hollow mould shell (1) and the Cast-in-place concrete.
Feature of the present invention is that also hollow mould shell (1) is the back taper hollow mould shell.Figure 44 is that hollow mould shell (1) is the back taper hollow mould shell; Figure 45 is that hollow mould shell (1) is the back taper hollow mould shell, and structure base plate (2) has dew net (10); Figure 46 hollow mould shell (1) is the back taper hollow mould shell, and structure base plate (2) has dew net (10), and on structure base plate (2) and the hollow mould shell (1) reinforcing rib (5) is arranged.Because hollow mould shell (1) is the back taper hollow mould shell, thus hollow mould shell (1) well build-in be bonded in the Cast-in-place concrete, and can eliminate possible crackle between structure base plate (2) and the Cast-in-place concrete effectively.
Feature of the present invention is also that structure base plate (2) flushes with the lateral surface (4) of hollow mould shell (1) or stretches out and constitutes bridging piece (14), or interior puncture angle (15), stretch out and in contract partly for local or all, outer bridging piece (14) and in contract after its outer edge be straight line or curve or broken line.Figure 47 constitutes bridging piece (14) for structure base plate (2) stretches out, and its outer edge is a broken line, is the zigzag broken line as shown in figure 47; When bridging piece, can be used as the template of Cast-in-place concrete main rib, outer edge is curve or broken line, can increase the adhesive surface between structure base plate and the Cast-in-place concrete, thereby prevents crackle effectively.Figure 48 is structure base plate (2) interior puncture angle (15); Figure 49 constitutes bridging piece (14) for structure base plate (2) stretches out, and its outer edge is a broken line, and structure base plate (2) has the joint (11) of gauze wire cloth (8); Figure 50 is structure base plate (2) interior puncture angle (15), and structure base plate (2) has dew net (10); Figure 51 constitutes bridging piece (14) for structure base plate (2) stretches out, and its outer edge is a broken line, and structure base plate (2) has the joint (11) of gauze wire cloth (8), and reinforcing rib (5) is arranged on structure base plate (2) and the hollow mould shell (1); Figure 52 is structure base plate (2) interior puncture angle (15), and joint (11) is arranged on the structure base plate (2), and reinforcing rib (5) is arranged.
Feature of the present invention also is the reinforcing rib base plate of structure base plate (2) for porose (16).Figure 53 is the reinforcing rib base plate of structure base plate (2) for porose (16); Figure 54 is the reinforcing rib base plate of structure base plate (2) for porose (16), and reinforcing rib (5) is arranged on the hollow mould shell (1).This kind member can be applied to noise reduction, insulate against sound and have the occasion of decoration functions requirement better.
Feature of the present invention is that also structure base plate (2) has the tightening position that pulls down that connects construction formwork to construct (17), and locating structure (17) is draw ring, drag hook, iron wire or other device.Figure 55 has drag hook type locating structure (17) on the structure base plate (2); Figure 56 has draw-ring type locating structure (17) on the structure base plate (2).Owing to there is locating structure (17) can prevent preferably that member from floating when pour concrete.
Feature of the present invention is that also hollow mould shell (1), structure base plate (2) have the enhancing carcass, and strengthening carcass be silk, muscle slender member, or the cloth and the net of silk, the braiding of muscle slender member or weaving, or the gluing cloth of nonwoven, net, or makes up more than two kinds.Strengthen carcass silk, muscle and be disorderly to or directed dispersed placement, the rare close degree of silk, the muscle of braid, yarn fabric, nonwoven, tow or muscle bundle is variation or indeclinable.
Feature of the present invention is that also hollow mould shell (1), structure base plate (2) or both are formed by stacking by muscle, net that multilayer is stained with cementitious material.Figure 57 is that hollow mould shell (1) is formed by stacking for muscle or the net (24) that multilayer is stained with cementitious material.
Feature of the present invention also is in the cavity of hollow mould shell (1) (18) partly or entirely filling or foamed plastic pasting, expanded perlite, expanded vermiculite, foaming or aerated light concrete, rock wool, mineral wool or glass wool.Figure 58 is filled with foamed plastics in the hollow mould shell (1).
Feature of the present invention is that also the profile after the combination of structure base plate (2) and hollow mould shell (1) is the square bodily form, cuboid, cylindrical, the hexagon bodily form or other shape.Figure 59 is a rectangle for the profile of Cavity structural member; Figure 60 is a hexagon for the profile of Cavity structural member.
Feature of the present invention is that also the appearance and size of Cavity structural member is ascending gradually changing; The wide end in chamber of the thickness of slab of the structure base plate (2) of prefabricated cavity member or cast-in-place structural time rib die cavity is relatively large, from large to small, carries out the transition to the other end gradually.Figure 61 is ascending gradually changing for the profile of Cavity structural member, and the thickness of slab of structure base plate is descending gradually changing.This kind member is mainly used in wall, post, beam limit, and the physical dimension of Cast-in-place concrete is increased, and improves its mechanical property.
Feature of the present invention also be hollow mould shell (1) and structure base plate (2) ways of connecting for gluedly is connected, is welded to connect, screw connects, iron wire connects, cutting ferrule connection or other connection.Fig. 1, Fig. 2 ... Figure 61 etc. are glued the connection.Figure 62 is that being connected between hollow mould shell (1) and the structure base plate (2) is welded to connect; To be hollow mould shell (1) be connected with the screw that is connected between the structure base plate (2) Figure 63.When connected mode for be welded to connect, during mode such as the connection of Luo silk, iron wire connection, cutting ferrule connection, hollow mould shell (1) both can connect in factory in advance with structure base plate (2), also can connect at the construction field (site) again.
Feature of the present invention also is to be useful on the structure base plate (2) the location thing (19) that is connected the location with hollow mould shell (1).Figure 64 is for having location thing (19) on the structure base plate (2), and its location thing (19) is a locating piece, can make things convenient for being connected between hollow mould shell (1) and the structure base plate (2).
Feature of the present invention is that also the location thing (19) on the structure base plate (2) is protrusion locating piece, positioning strip, posting, locating slot, locating ring, reference column or other location thing.Figure 65 is for there being positioning strip formula location thing (19) on the structure base plate (2); Figure 66 is for there being frame location, location thing (19) on the structure base plate (2).
Feature of the present invention is that also hollow mould shell (1) is for outward flanging or to the hollow mould shell (1) of in-flanges.Figure 67 is that hollow mould shell (1) is the hollow mould shell of outward flanging (1); Figure 68 is that hollow mould shell (1) is the hollow mould shell (1) to in-flanges; Figure 69 is that hollow mould shell (1) is the hollow mould shell (1) to in-flanges, and locating piece formula location thing (19) is arranged; Figure 70 is that hollow mould shell (1) is the hollow mould shell of outward flanging (1), and positioning strip formula location thing (19) is arranged.
Feature of the present invention also is to be embedded with weldment (20) with the relevant position of structure base plate (2), to be connected cutting ferrule (21) or iron wire (22) at hollow mould shell (1), perhaps is reserved with to connect with hole (23).Figure 62 is for being embedded with the situation of weldment (20); Figure 71 is for there being the situation of connection cutting ferrule (21).
Feature of the present invention is that also structure base plate (2) is for steel bar concrete, steel mesh reinforcement concrete, gauze wire cloth concrete, from stress steel bar concrete, polymer steel bar concrete or wire mesh mortar, the cementitious materials of hollow mould shell is cement, cement mortar, polymer cement, alkali slag cement, ground caustic coal ash cement, sulphate aluminium cement, ferrous aluminate cement, magnesia oxychloride cement, high alumina cement, organic resin glue or combinations thereof, and hollow mould shell, structure base plate are made with same material or different materials.
When feature of the present invention is that also the structure base plate is steel bar concrete, each composition material weight of its concrete is cement 15%-25%, sand 20%-30%, stone 40%-55%, UEA expansion agent 3%-5%, FDN high efficiency water reducing agent 0.1%-0.5%, PP fiber 0.01%-1%, CS early strength admixture 0.1%-0.5%, water is an amount of.
When feature of the present invention is that also the structure base plate is the wire mesh mortar moulding, each composition material weight of mortar is cement 20%-40%, sand 60%-70%, UEA expansion agent 3%-5%, the efficient composite water-reducing agent 0.1%-0.6% of XN, FC polypropylene complex emulsions 0-3%, CS early strength admixture 0.2%-0.5%, water is an amount of.
The present invention is when making, can press earlier shown in the accompanying drawing,, make reinforced concrete structure base plate (2) then as make hollow mould shell (1) with the alkali slag cement fiberglass gridding cloth, and hollow mould shell (1) is placed on the structure base plate (2) of setting and harden not, treating becomes product behind the setting and harden.Also can when making, on the relevant position of hollow mould shell (1) and structure base plate (2), weldment (20) be set respectively, weld in factory or to the building site then and get final product.
Claims (42)
1, a kind of Comobined ribbed cavity member for spatial structure roof, include hollow mould shell (1) and structure base plate (2), hollow mould shell (1) connects into integral body with structure base plate (2), it is characterized in that having 2 hollow mould shells (1) at least alternately on the structure base plate (2), its side and structure base plate (2) constitute at least one cast-in-place structural time rib die cavity (3), and other lateral surface (4) of hollow mould shell (1) constitutes the side template of cast-in-place structural main rib or beam or wall.
2, a kind of Comobined ribbed cavity member for spatial structure roof according to claim 1 is characterized in that cast-in-place structural time rib die cavity (3) has two when above, their parallel each other or quadrature or obliques.
3,, it is characterized in that reinforcing rib (5) is arranged on hollow mould shell (1) according to claim 1 or 2 described a kind of Comobined ribbed cavity member for spatial structure roof.
4,, it is characterized in that reinforcing rib (5) is arranged on the structure base plate (2) according to claim 1 or 2 described a kind of Comobined ribbed cavity member for spatial structure roof.
5, a kind of Comobined ribbed cavity member for spatial structure roof according to claim 3 is characterized in that reinforcing rib (5) is arranged on the structure base plate (2).
6, according to claim 1 or 2 described a kind of Comobined ribbed cavity member for spatial structure roof, it is characterized in that accompanying reinforcing bar (6), steel mesh reinforcement (7) or gauze wire cloth (8) in the structure base plate (2), and the thickness of slab of structure base plate (2) is greater than the wall thickness of hollow mould shell (1).
7, a kind of Comobined ribbed cavity member for spatial structure roof according to claim 3, it is characterized in that accompanying reinforcing bar (6), steel mesh reinforcement (7) or gauze wire cloth (8) in the structure base plate (2), and the thickness of slab of structure base plate (2) is greater than the wall thickness of hollow mould shell (1).
8, a kind of Comobined ribbed cavity member for spatial structure roof according to claim 4, it is characterized in that accompanying reinforcing bar (6), steel mesh reinforcement (7) or gauze wire cloth (8) in the structure base plate (2), and the thickness of slab of structure base plate (2) is greater than the wall thickness of hollow mould shell (1).
9, a kind of Comobined ribbed cavity member for spatial structure roof according to claim 5, it is characterized in that accompanying reinforcing bar (6), steel mesh reinforcement (7) or gauze wire cloth (8) in the structure base plate (2), and the thickness of slab of structure base plate (2) is greater than the wall thickness of hollow mould shell (1).
10, a kind of Comobined ribbed cavity member for spatial structure roof according to claim 6, it is characterized in that being extended with simultaneously and reveal muscle (9) or reveal net (10), the perhaps joint (11) of reinforcing bar (6), steel mesh reinforcement (7) or gauze wire cloth (8) the structure base plate (2) that forms cast-in-place structural time rib die cavity (3) or hollow mould shell (1) or both.
11, according to claim 7,8 or 9 described a kind of Comobined ribbed cavity member for spatial structure roof, it is characterized in that being extended with simultaneously and reveal muscle (9) or reveal net (10), the perhaps joint (11) of reinforcing bar (6), steel mesh reinforcement (7) or gauze wire cloth (8) the structure base plate (2) that forms cast-in-place structural time rib die cavity (3) or hollow mould shell (1) or both.
12,, it is characterized in that the position that hollow mould shell (1) contacts with structure base plate (2) is interior puncture angle (12) or evagination right angle (13) according to claim 1 or 2 described a kind of Comobined ribbed cavity member for spatial structure roof.
13, a kind of Comobined ribbed cavity member for spatial structure roof according to claim 10 is characterized in that the position that hollow mould shell (1) contacts with structure base plate (2) is interior puncture angle (12) or evagination right angle (13).
14, a kind of Comobined ribbed cavity member for spatial structure roof according to claim 11 is characterized in that the position that hollow mould shell (1) contacts with structure base plate (2) is interior puncture angle (12) or evagination right angle (13).
15, according to claim 1 or 2 described a kind of Comobined ribbed cavity member for spatial structure roof, the surface that it is characterized in that hollow mould shell (1) is waveform or zigzag or plucking or other special-shaped rough surface.
16, a kind of Comobined ribbed cavity member for spatial structure roof according to claim 10, the surface that it is characterized in that hollow mould shell (1) are waveform or zigzag or plucking or other special-shaped rough surface.
17, a kind of Comobined ribbed cavity member for spatial structure roof according to claim 11, the external surface that it is characterized in that hollow mould shell (1) are waveform or zigzag or plucking or other special-shaped rough surface.
18,, it is characterized in that hollow mould shell (1) is the back taper hollow mould shell according to claim 1 or 2 described a kind of Comobined ribbed cavity member for spatial structure roof.
19, a kind of Comobined ribbed cavity member for spatial structure roof according to claim 10 is characterized in that hollow mould shell (1) is the back taper hollow mould shell.
20, a kind of Comobined ribbed cavity member for spatial structure roof according to claim 11 is characterized in that hollow mould shell (1) is the back taper hollow mould shell.
21, according to claim 1 or 2 described a kind of Comobined ribbed cavity member for spatial structure roof, it is characterized in that structure base plate (2) flushes with the lateral surface (4) of hollow mould shell (1) or stretches out constitutes bridging piece (14), or interior puncture angle (15), stretch out and in contract partly for local or all, outer bridging piece (14) and in contract after its outer edge be straight line or curve or broken line.
22, a kind of Comobined ribbed cavity member for spatial structure roof according to claim 10, it is characterized in that structure base plate (2) flushes with the lateral surface (4) of hollow mould shell (1) or stretches out constitutes bridging piece (14), or interior puncture angle (15), stretch out and in contract partly for local or all, outer bridging piece (14) and in contract after its outer edge be straight line or curve or broken line.
23, a kind of Comobined ribbed cavity member for spatial structure roof according to claim 11, it is characterized in that structure base plate (2) flushes with the lateral surface (4) of hollow mould shell (1) or stretches out constitutes bridging piece (14), or interior puncture angle (15), stretch out and in contract partly for local or all, outer bridging piece (14) and in contract after its outer edge be straight line or curve or broken line.
24, a kind of Comobined ribbed cavity member for spatial structure roof according to claim 6 is characterized in that the reinforcing rib base plate of structure base plate (2) for porose (16).
25,, it is characterized in that the reinforcing rib base plate of structure base plate (2) for porose (16) according to claim 7,8 or 9 described a kind of Comobined ribbed cavity member for spatial structure roof.
26, according to claim 1 or 2 described a kind of Comobined ribbed cavity member for spatial structure roof, it is characterized in that structure base plate (2) has the tightening position that pulls down that connects construction formwork to construct (17), locating structure (17) is draw ring, drag hook, iron wire or other device.
27, according to claim 1 or 2 described a kind of Comobined ribbed cavity member for spatial structure roof, it is characterized in that hollow mould shell (1), structure base plate (2) have the enhancing carcass, strengthening carcass is silk, muscle slender member, or the cloth and the net of silk, the braiding of muscle slender member or weaving, or the gluing cloth of nonwoven, net, or combination more than two kinds.
28,, it is characterized in that hollow mould shell (1), structure base plate (2) or both are formed by stacking by muscle or net (24) that multilayer is stained with cementitious material according to claim 1 or 2 described a kind of Comobined ribbed cavity member for spatial structure roof.
29,, it is characterized in that in the cavity (18) of hollow mould shell (1) partly or entirely filling or foamed plastic pasting, expanded perlite, expanded vermiculite, foaming or aerated light concrete, rock wool, mineral wool or glass wool according to claim 1 or 2 described a kind of Comobined ribbed cavity member for spatial structure roof.
30,, it is characterized in that profile after the combination of structure base plate (2) and hollow mould shell (1) is the square bodily form, cuboid, cylindrical, the hexagon bodily form or other shape according to claim 1 or 2 described a kind of Comobined ribbed cavity member for spatial structure roof.
31, according to claim 1 or 2 described a kind of Comobined ribbed cavity member for spatial structure roof, the appearance and size that it is characterized in that Cavity structural member is ascending gradually changing; The wide end in chamber of the thickness of slab of the structure base plate (2) of prefabricated cavity member or cast-in-place structural time rib die cavity is relatively large, from large to small, carries out the transition to the other end gradually.
32, according to claim 1 or 2 described a kind of Comobined ribbed cavity member for spatial structure roof, it is characterized in that hollow mould shell (1) and structure base plate (2) ways of connecting for gluedly is connected, is welded to connect, screw connects, iron wire connects, cutting ferrule connection or other connection.
33, a kind of Comobined ribbed cavity member for spatial structure roof according to claim 32 is characterized in that being useful on the structure base plate (2) the location thing (19) that is connected the location with hollow mould shell (1).
34, a kind of Comobined ribbed cavity member for spatial structure roof according to claim 33 is characterized in that the location thing (19) on the structure base plate (2) is protrusion locating piece, positioning strip, posting, locating slot, locating ring, reference column or other location thing.
35, a kind of Comobined ribbed cavity member for spatial structure roof according to claim 32 is characterized in that hollow mould shell (1) is for outward flanging (22) or to the hollow mould shell (1) of in-flanges (23).
36,, it is characterized in that hollow mould shell (1) is for outward flanging (22) or to the hollow mould shell (1) of in-flanges (23) according to claim 33 or 34 described a kind of Comobined ribbed cavity member for spatial structure roof.
37, a kind of Comobined ribbed cavity member for spatial structure roof according to claim 32, it is characterized in that being embedded with weldment (20), being connected cutting ferrule (21) or iron wire with the relevant position of structure base plate (2), perhaps be reserved with to connect and use hole at hollow mould shell (1).
38, according to claim 33,34 or 35 described a kind of Comobined ribbed cavity member for spatial structure roof, it is characterized in that being embedded with weldment (20), being connected cutting ferrule (21) or iron wire with the relevant position of structure base plate (2), perhaps be reserved with to connect and use hole at hollow mould shell (1).
39, a kind of Comobined ribbed cavity member for spatial structure roof according to claim 36, it is characterized in that being embedded with weldment (20), being connected cutting ferrule (21) or iron wire with the relevant position of structure base plate (2), perhaps be reserved with to connect and use hole at hollow mould shell (1).
40, according to claim 1 or 2 described a kind of Comobined ribbed cavity member for spatial structure roof, it is characterized in that structure base plate (2) is a steel bar concrete, the steel mesh reinforcement concrete, the gauze wire cloth concrete, from the stress steel bar concrete, polymer steel bar concrete or wire mesh mortar, the cementitious materials of hollow mould shell (1) is a cement, cement mortar, polymer cement, alkali slag cement, the ground caustic coal ash cement, sulphate aluminium cement, ferrous aluminate cement, magnesia oxychloride cement, high alumina cement, organic resin glue or combinations thereof, hollow mould shell (1), structure base plate (2) is made with same material or different materials.
41, according to the described a kind of Comobined ribbed cavity member for spatial structure roof of claim 40, when it is characterized in that structure base plate (2) for steel bar concrete, each composition material weight of its concrete is cement 15%-25%, sand 20%-30%, stone 40%-55%, UEA expansion agent 3%-5%, FDN high efficiency water reducing agent 0.1%-0.5%, PP fiber 0.01%-1%, CS early strength admixture 0.1%-0.5%, water is an amount of.
42, according to the described a kind of Comobined ribbed cavity member for spatial structure roof of claim 40, when it is characterized in that structure base plate (2) for the wire mesh mortar moulding, each composition material weight of mortar is cement 20%-40%, sand 60%-70%, UEA expansion agent 3%-5%, the efficient composite water-reducing agent 0.1%-0.6% of XN, FC polypropylene complex emulsions 0-3%, CS early strength admixture 0.2%-0.5%, water is an amount of.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 01134818 CN1112489C (en) | 2001-11-15 | 2001-11-15 | Comobined ribbed cavity member for spatial structure roof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 01134818 CN1112489C (en) | 2001-11-15 | 2001-11-15 | Comobined ribbed cavity member for spatial structure roof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1349028A CN1349028A (en) | 2002-05-15 |
| CN1112489C true CN1112489C (en) | 2003-06-25 |
Family
ID=4672769
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 01134818 Expired - Fee Related CN1112489C (en) | 2001-11-15 | 2001-11-15 | Comobined ribbed cavity member for spatial structure roof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1112489C (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100366844C (en) * | 2003-06-30 | 2008-02-06 | 邱则有 | Thin wall mould component |
| CN100434611C (en) * | 2003-09-15 | 2008-11-19 | 邱则有 | Lightweight mould member for cast-in-situ concrete |
| CN100445484C (en) * | 2003-10-01 | 2008-12-24 | 邱则有 | Shuttering member |
| CN100449070C (en) * | 2004-11-11 | 2009-01-07 | 邱则有 | Structural component for concrete hollow board filling |
| CN101008231B (en) * | 2003-12-09 | 2010-09-01 | 邱则有 | Cast-in-place concrete hollow-cavity shuttering member |
| CN101008233B (en) * | 2003-12-09 | 2010-09-08 | 邱则有 | Cast-in-place concrete hollow-cavity shuttering member |
Families Citing this family (71)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100439617C (en) * | 2002-04-30 | 2008-12-03 | 邱则有 | Steel reinforced concrete stereos force bearing structure floor slab |
| CN1322209C (en) * | 2002-04-30 | 2007-06-20 | 邱则有 | Steel bar concrete stereo force bearing structure floor slab |
| CN1782253B (en) * | 2002-04-30 | 2010-04-14 | 邱则有 | Steel reinforced concrete stereo force bearing structure floor slab |
| CN1782258B (en) * | 2002-04-30 | 2010-04-21 | 邱则有 | Steel reinforced concrete stereo force bearing structure floor slab |
| CN100408777C (en) * | 2002-04-30 | 2008-08-06 | 邱则有 | Steel reinforced concrete stereo force bearing structure floor slab |
| CN100564723C (en) * | 2002-09-28 | 2009-12-02 | 邱则有 | A kind of formwork for in-site pouring concrete |
| CN100419181C (en) * | 2002-10-05 | 2008-09-17 | 邱则有 | Thin-walled shuttering member for concrete hollow member |
| CN100467768C (en) * | 2002-10-05 | 2009-03-11 | 邱则有 | Thin-walled shuttering member for concrete hollow member |
| CN100564750C (en) * | 2002-12-22 | 2009-12-02 | 邱则有 | A kind of cast-in-situ reinforced concrete member |
| CN100467783C (en) * | 2003-03-04 | 2009-03-11 | 邱则有 | In-situ cast reinforced concrete floor slab |
| CN100455742C (en) * | 2003-05-06 | 2009-01-28 | 邱则有 | Hollow mould for filling cast-in-situ concrete |
| CN100476114C (en) * | 2003-05-20 | 2009-04-08 | 邱则有 | Hollow component |
| CN100419177C (en) * | 2003-05-20 | 2008-09-17 | 邱则有 | Steel concrete hollow plate |
| CN1904263B (en) * | 2003-05-20 | 2012-10-10 | 湖南邱则有专利战略策划有限公司 | Hollow cavity construction unit for concrete |
| CN100381663C (en) * | 2003-05-26 | 2008-04-16 | 邱则有 | Hollow component |
| CN100381661C (en) * | 2003-05-26 | 2008-04-16 | 邱则有 | Hollow component |
| CN1944856A (en) * | 2003-06-02 | 2007-04-11 | 邱则有 | Hollow member |
| CN101016772B (en) * | 2003-06-02 | 2010-07-28 | 邱则有 | Cavity component |
| CN101046116B (en) * | 2003-06-16 | 2011-07-20 | 湖南邱则有专利战略策划有限公司 | Mould member |
| CN100348808C (en) * | 2003-06-16 | 2007-11-14 | 邱则有 | Cavity member for hollow slab |
| CN1329598C (en) * | 2003-06-16 | 2007-08-01 | 邱则有 | Pattern match member |
| CN1320231C (en) * | 2003-06-24 | 2007-06-06 | 邱则有 | Cavity member |
| CN100476119C (en) * | 2003-06-24 | 2009-04-08 | 邱则有 | Hollow component |
| CN100336990C (en) * | 2003-06-30 | 2007-09-12 | 邱则有 | Cavity member |
| CN100362182C (en) * | 2003-07-11 | 2008-01-16 | 邱则有 | Open web components for concrete construction |
| CN100455749C (en) * | 2003-07-13 | 2009-01-28 | 邱则有 | Concrete cavity construction member |
| CN100434610C (en) * | 2003-08-04 | 2008-11-19 | 邱则有 | Hollow shuttering member for cast-in-situ concrete |
| CN1270038C (en) * | 2003-08-04 | 2006-08-16 | 邱则有 | Hollow cavity shuttering member |
| CN100406660C (en) * | 2003-09-08 | 2008-07-30 | 邱则有 | Evacuated shuttering member |
| CN101333843A (en) * | 2003-09-09 | 2008-12-31 | 邱则有 | Cavity formwork member |
| CN100414054C (en) * | 2003-09-09 | 2008-08-27 | 邱则有 | Evacuated shuttering member |
| CN101324100A (en) * | 2003-09-09 | 2008-12-17 | 邱则有 | Cavity shuttering component |
| CN100336995C (en) * | 2003-09-09 | 2007-09-12 | 邱则有 | Evacuated shuttering member |
| CN100336994C (en) * | 2003-09-09 | 2007-09-12 | 邱则有 | Evacuated shuttering member |
| CN100414055C (en) * | 2003-09-09 | 2008-08-27 | 邱则有 | Evacuated shuttering member |
| CN100458060C (en) * | 2003-09-11 | 2009-02-04 | 邱则有 | Evacuated shuttering member |
| CN100356002C (en) * | 2003-09-15 | 2007-12-19 | 邱则有 | Light moulding bed component for cast-in-situ concrete |
| CN101089310B (en) * | 2003-09-15 | 2010-12-29 | 邱则有 | Light mould component for cast-in-place concrete |
| CN1975044A (en) * | 2003-09-15 | 2007-06-06 | 邱则有 | Light form element used for cast-in-place concrete |
| CN101187230A (en) * | 2003-09-15 | 2008-05-28 | 邱则有 | Light carcass mould member for in-situ casting |
| CN1963069A (en) * | 2003-09-15 | 2007-05-16 | 邱则有 | Light moulding bed component for cast-in-situ concrete |
| CN100535272C (en) * | 2003-09-15 | 2009-09-02 | 邱则有 | Light mould member for cast-in-situ concrete |
| CN100501062C (en) * | 2003-09-15 | 2009-06-17 | 邱则有 | Light formwork component for cast-in-situ concrete |
| CN100545384C (en) * | 2003-09-15 | 2009-09-30 | 邱则有 | A kind of light carcass mould member for in-situ casting |
| CN1329599C (en) * | 2003-09-15 | 2007-08-01 | 邱则有 | Light stuffing mould for component concrete poured-in-place |
| CN101059015B (en) * | 2003-09-15 | 2011-09-07 | 湖南邱则有专利战略策划有限公司 | Lightweight tyre mould component for cast-in-situs concrete |
| CN100547199C (en) * | 2003-09-15 | 2009-10-07 | 邱则有 | A kind of light carcass mould member for in-situ casting |
| CN100419182C (en) * | 2003-10-01 | 2008-09-17 | 邱则有 | Shuttering member |
| CN101004066B (en) * | 2003-10-01 | 2010-09-01 | 邱则有 | A shuttering component |
| CN1804316B (en) * | 2003-10-01 | 2011-08-03 | 湖南邱则有专利战略策划有限公司 | Shuttering member |
| CN1296583C (en) * | 2003-10-21 | 2007-01-24 | 邱则有 | Hollow form structural member |
| CN1932188B (en) * | 2003-10-27 | 2010-07-28 | 邱则有 | Permanent form constructional member |
| CN1329602C (en) * | 2003-10-27 | 2007-08-01 | 邱则有 | Permanent shuttering member |
| CN1995625B (en) * | 2003-12-09 | 2010-12-29 | 邱则有 | Cavity shuttering component for filling concrete |
| CN1304705C (en) * | 2003-12-09 | 2007-03-14 | 邱则有 | Component part in cavity die body for filling concrete |
| CN101012688B (en) * | 2003-12-09 | 2010-09-01 | 邱则有 | Cavity mould component for concrete filling |
| CN1300426C (en) * | 2003-12-09 | 2007-02-14 | 邱则有 | Component part in cavity die body for filling concrete |
| CN1991015B (en) * | 2003-12-09 | 2010-06-09 | 邱则有 | Cavity form component for concrete filling |
| CN101012687B (en) * | 2003-12-09 | 2010-05-26 | 邱则有 | Cavity mould component for concrete filling |
| CN1300427C (en) * | 2003-12-09 | 2007-02-14 | 邱则有 | Component part in cavity die body for filling concrete |
| CN100420802C (en) * | 2003-12-09 | 2008-09-24 | 邱则有 | Component part in lightweight in use for filling concrete |
| CN1641140B (en) * | 2004-01-06 | 2010-12-08 | 湖南邱则有专利战略策划有限公司 | Combnied reinforced concrete hollow floorslab |
| CN100370104C (en) * | 2004-01-06 | 2008-02-20 | 邱则有 | Combined reinforced concrete hollow floor slab |
| CN101319566B (en) * | 2004-06-09 | 2012-05-23 | 湖南邱则有专利战略策划有限公司 | Opening formwork component for concrete filling |
| CN101603368B (en) * | 2004-06-09 | 2012-09-12 | 湖南邱则有专利战略策划有限公司 | Opening mould casing component used for concrete filling |
| CN1773053B (en) * | 2004-11-11 | 2010-04-14 | 邱则有 | Cavity structural member for hollow board |
| CN1776155B (en) * | 2004-11-15 | 2010-04-28 | 邱则有 | Cavity member for hollow slab |
| CN1776156B (en) * | 2004-11-15 | 2010-04-14 | 邱则有 | Cavity member for hollow slab |
| CN100439620C (en) * | 2004-11-22 | 2008-12-03 | 邱则有 | Cavity structural member for hollow slab |
| CN101509301B (en) * | 2004-11-22 | 2011-03-16 | 湖南邱则有专利战略策划有限公司 | Cavity member for hollow slab |
| CN103936356A (en) * | 2014-04-21 | 2014-07-23 | 河南省公路工程局集团有限公司 | Refined prefabricated part and preparation technology thereof |
-
2001
- 2001-11-15 CN CN 01134818 patent/CN1112489C/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100366844C (en) * | 2003-06-30 | 2008-02-06 | 邱则有 | Thin wall mould component |
| CN100393968C (en) * | 2003-06-30 | 2008-06-11 | 邱则有 | Thin wall mould component |
| CN100434611C (en) * | 2003-09-15 | 2008-11-19 | 邱则有 | Lightweight mould member for cast-in-situ concrete |
| CN100458054C (en) * | 2003-09-15 | 2009-02-04 | 邱则有 | Structural component of molding bed in lightweight for casting concrete on site |
| CN100445484C (en) * | 2003-10-01 | 2008-12-24 | 邱则有 | Shuttering member |
| CN101008231B (en) * | 2003-12-09 | 2010-09-01 | 邱则有 | Cast-in-place concrete hollow-cavity shuttering member |
| CN101008233B (en) * | 2003-12-09 | 2010-09-08 | 邱则有 | Cast-in-place concrete hollow-cavity shuttering member |
| CN100449070C (en) * | 2004-11-11 | 2009-01-07 | 邱则有 | Structural component for concrete hollow board filling |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1349028A (en) | 2002-05-15 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN1112489C (en) | Comobined ribbed cavity member for spatial structure roof | |
| CN1116485C (en) | Floor with space structure | |
| CN1112490C (en) | Cavity member for floor slab with hidden and dense ribs | |
| CN1168881C (en) | Prefabricated hollow member for roof with space structure and its application | |
| CN1141474C (en) | Hollow floor slab of in-situ deposited steel bar reinforced concrete | |
| CN1138049C (en) | Reinforced concrete floor slab with space structure | |
| CN2536678Y (en) | Combined fin and cavity component with space structure for buildings | |
| CN1807794A (en) | Thin-walled shuttering member for concrete hollow member | |
| CN2536680Y (en) | In-situ casting steel bar hollow concrete panels for construction | |
| CN1273698C (en) | Hollow reinforced concrete board | |
| CN2561844Y (en) | Prefabricated hollow components for spatial construction building ceiling | |
| CN2538883Y (en) | Space structure building floor | |
| CN1260442C (en) | Cavity member | |
| CN2536679Y (en) | Cavity component for inside fin floor | |
| CN1273702C (en) | Cavity component | |
| CN1804295A (en) | Thin-walled shuttering member for concrete hollow member | |
| CN1920214A (en) | Steel bar concrete hollow plate | |
| CN1793548A (en) | Hollow component | |
| CN101054826A (en) | Hollow cavity member | |
| CN1940223A (en) | Mold-shell constructural component for filling concrete | |
| CN1940222A (en) | Mold-shell constructural component for filling concrete | |
| CN1940214A (en) | Mold-shell constructural component for filling concrete | |
| CN1940215A (en) | Mold-shell constructural component for filling concrete | |
| CN1940220A (en) | Mold-shell constructural component for filling concrete | |
| CN1916321A (en) | Hollow slab in reinforcing steel bar concrete |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: HUNAN QIUZEYOU PATENT STRATEGY PLANNING CO., LTD. Free format text: FORMER OWNER: QIU ZEYOU Effective date: 20101008 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 410005 28/F, SHUNTIANCHENG, NO.185, FURONG MIDDLE ROAD, CHANGSHA CITY, HUNAN PROVINCE TO: 410205 JUXING INDUSTRIAL BASE, NO.8, LUJING ROAD, CHANGSHA HIGH-TECH. DEVELOPMENT ZONE, YUELU DISTRICT, CHANGSHA CITY, HUNAN PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20101008 Address after: 410205, Hunan Changsha Changsha hi tech Development Zone, Yuelu District Road, No. 8 star industry base Patentee after: Hunan Qiuzeyou Patent Strategy Planning Co., Ltd. Address before: 410005 Hunan province Changsha Furong Road 185 Suncheon City 28 floor Patentee before: Qiu Zeyou |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20030625 Termination date: 20191115 |