CN1896424A - Cavity construction member - Google Patents
Cavity construction member Download PDFInfo
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- CN1896424A CN1896424A CN 200610094985 CN200610094985A CN1896424A CN 1896424 A CN1896424 A CN 1896424A CN 200610094985 CN200610094985 CN 200610094985 CN 200610094985 A CN200610094985 A CN 200610094985A CN 1896424 A CN1896424 A CN 1896424A
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- Prior art keywords
- base plate
- hollow mould
- mould shell
- structure base
- perhaps
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- 238000010276 construction Methods 0.000 title claims description 16
- 239000002585 base Substances 0.000 claims description 153
- 239000004567 concrete Substances 0.000 claims description 54
- 239000000463 material Substances 0.000 claims description 26
- 230000003014 reinforcing effect Effects 0.000 claims description 25
- 229910000831 Steel Inorganic materials 0.000 claims description 23
- 239000004568 cement Substances 0.000 claims description 23
- 239000010959 steel Substances 0.000 claims description 23
- 238000009415 formwork Methods 0.000 claims description 20
- 239000004744 fabric Substances 0.000 claims description 18
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 10
- 239000011490 mineral wool Substances 0.000 claims description 10
- 230000002787 reinforcement Effects 0.000 claims description 10
- 239000011888 foil Substances 0.000 claims description 8
- 229910052751 metal Inorganic materials 0.000 claims description 8
- 239000002184 metal Substances 0.000 claims description 8
- 239000000835 fiber Substances 0.000 claims description 7
- CPLXHLVBOLITMK-UHFFFAOYSA-N Magnesium oxide Chemical compound [Mg]=O CPLXHLVBOLITMK-UHFFFAOYSA-N 0.000 claims description 6
- 230000001174 ascending effect Effects 0.000 claims description 5
- 238000005187 foaming Methods 0.000 claims description 5
- 239000011491 glass wool Substances 0.000 claims description 5
- 229910052742 iron Inorganic materials 0.000 claims description 5
- 230000002093 peripheral effect Effects 0.000 claims description 5
- 239000010451 perlite Substances 0.000 claims description 5
- 235000019362 perlite Nutrition 0.000 claims description 5
- 239000004033 plastic Substances 0.000 claims description 5
- 229920003023 plastic Polymers 0.000 claims description 5
- 239000010455 vermiculite Substances 0.000 claims description 5
- 229910052902 vermiculite Inorganic materials 0.000 claims description 5
- 235000019354 vermiculite Nutrition 0.000 claims description 5
- 241001391944 Commicarpus scandens Species 0.000 claims description 4
- 239000011083 cement mortar Substances 0.000 claims description 4
- QAOWNCQODCNURD-UHFFFAOYSA-L Sulfate Chemical compound [O-]S([O-])(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-L 0.000 claims description 3
- 239000003513 alkali Substances 0.000 claims description 3
- 239000004411 aluminium Substances 0.000 claims description 3
- 229910052782 aluminium Inorganic materials 0.000 claims description 3
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 3
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 claims description 3
- 239000003518 caustics Substances 0.000 claims description 3
- 239000010883 coal ash Substances 0.000 claims description 3
- 238000005520 cutting process Methods 0.000 claims description 3
- RCJVRSBWZCNNQT-UHFFFAOYSA-N dichloridooxygen Chemical compound ClOCl RCJVRSBWZCNNQT-UHFFFAOYSA-N 0.000 claims description 3
- -1 ferrous aluminate Chemical class 0.000 claims description 3
- 239000003292 glue Substances 0.000 claims description 3
- 239000000395 magnesium oxide Substances 0.000 claims description 3
- 239000004570 mortar (masonry) Substances 0.000 claims description 3
- 229920000642 polymer Polymers 0.000 claims description 3
- 239000011414 polymer cement Substances 0.000 claims description 3
- 239000011347 resin Substances 0.000 claims description 3
- 229920005989 resin Polymers 0.000 claims description 3
- 239000002893 slag Substances 0.000 claims description 3
- 229910021653 sulphate ion Inorganic materials 0.000 claims description 3
- 230000007704 transition Effects 0.000 claims description 3
- 238000011065 in-situ storage Methods 0.000 abstract description 12
- 239000011150 reinforced concrete Substances 0.000 abstract description 5
- 238000004519 manufacturing process Methods 0.000 description 9
- 230000015572 biosynthetic process Effects 0.000 description 4
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- 238000000034 method Methods 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 238000009416 shuttering Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000002742 anti-folding effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
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Abstract
A cavity structural member consists of cavity mold shell (1) and structural base plate (2), they are connected, at least two cavity mold shells are arranged spaced on structural base plate, its side and base plate constitute at least one in-situ pouring structured secondary rib mold cavity (3), other external sides of cavity mold shell form in-situ pouring structured main rib or side template of beam or wall, at least one supporter is set in secondary rib mold cavity of neighbored cavity mold shell, which connects neighbored cavity mold shell, cavity mold shell is arranged longitudinally, and external bracket plates are placed on both sides of longitudinal tip or/and transverse structural base plate. It can be used for in-situ pouring reinforced concrete or pre-stressed reinforced concrete hollow building cover, roof, base plate, wall and hollow bridge.
Description
The application for the applying date be that May 20, application number in 2003 are 03118391.3, name is called the dividing an application of application for a patent for invention of " a kind of Cavity structural member ".
(1) technical field
The present invention relates to a kind of Cavity structural member.
(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.And when being applied in than the large spatial structure superstructure, its stress performance is also phase strain differential thereupon, do not have time rib between the cast-in-place main rib and connect, thereby make the size of main rib need the phase strain big, or the quantity of main rib increases, and causes material usage to increase, and cost increases.For this reason, the applicant has applied for that November 15 calendar year 2001 publication number is that CN1349028A, name are called " a kind of Comobined ribbed cavity member for spatial structure roof " patent of invention, its disclosed Cavity structural member includes 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 is arranged on the structure base plate, on the structure base plate, just can form the inferior rib of cast-in-place structure, fellowship structure base plate, main rib, upper plate stressed, form two-way main rib time rib force structure, not only solve problems of the prior art, but also further improved overall performance, the anti-seismic performance of superstructure, reduced the thickness of superstructure, alleviate dead load, reduced cost.But this Cavity structural member is in carrying, work progress, and its structure base plate is prone to the phenomenon that fractures, thereby the breakage rate of Cavity structural member is big, and carrying, construction inconvenience have increased construction cost.For this reason, develop a kind of novel Cavity structural member for being badly in need of.
(3) summary of the invention
The object of the present invention is to provide a kind of Cavity structural member, have characteristics such as intensity height, non-frangibility, carrying, easy construction.
Solution of the present invention is on the basis of existing technology, include hollow mould shell, the structure base plate, hollow mould shell and structure base plate connect into integral body, have 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, other lateral surface of hollow mould shell constitutes the side template of cast-in-place structural main rib or beam or wall, it is characterized in that being provided with in the inferior rib die cavity of described adjacent cavities formwork at least one support draw piece, adjacent hollow die shell is connected to each other, the vertical word of hollow mould shell arranges that the vertical termination of structure base plate is or/and the outer bridging piece of both lateral sides.Like this, owing in the inferior rib die cavity of adjacent cavities formwork, be provided with the support draw piece, adjacent formwork is connected to each other, hollow mould shell in the Cavity structural member involves each other by the support draw piece, thereby the intensity of Cavity structural member and rigidity are bigger, shock resistance is better, and its structure base plate is frangibility more not, and carrying is more convenient with construction.When hollow mould shell is applied in the Cast-in-place concrete, its bridging piece that stretches out can replace engineering template, save construction cost, accelerated speed of application, the outer edge of toss is arranged to various not syntenies can effectively disperse concentrated stress, prevent that prefabricated and cast-in-place mating face from producing the crack, thereby reach purpose of the present invention, simultaneously, Cavity structural member also has characteristics such as simple in structure, easily manufactured, that cost is low, the hollow building cover, roof system, sole plate, body of wall and the hollow bridges that are applicable to cast-in-situ reinforced concrete or prestressed reinforced concrete are used, and are specially adapted to hollow arch without beam and use.
Feature of the present invention is that also described support draw piece is at least a in rod member, rope, pier, pipe or the sheet spare.Like this, the variation of support draw piece material and structure can be satisfied the different designs requirement of product, and can be according to different needs, adopts reasonable manner to connect.
Feature of the present invention is that also described support draw piece is the broken piece easy to break of easily broken structure.Like this, after Cavity structural member installed, the support draw piece that can very conveniently fracture simply to make things convenient for the laying construction of reinforcing bar, was accelerated speed of application.
Feature of the present invention is that also described support draw piece is movable part or knockdown pieces.Like this, movable or dismountable support draw piece can be after Cavity structural member installs, and dismounting is reclaimed, and can finish the function that prevents fracture of structure base plate or cracking, and recyclable again secondary uses, and saves the cost of production of Cavity structural member.
Feature of the present invention is that also described support draw piece is the charges that can extract out.Like this, when Cavity structural member is used, after the installation, can extract the support draw piece fast out, improve speed of application, and support the recyclable secondary of draw piece and use, greatly reduce the cost of manufacture of Cavity structural member.
Feature of the present invention is that also described support draw piece is arranged at the top or the bight of hollow mould shell.Like this, can and needs be installed, select the optimal setting positions of support draw piece, satisfy the different product requirement according to designing requirement.
Feature of the present invention is that also described hollow mould shell is provided with at least one in groove, pit, chamfering, inner corner trim, the hole.Like this, when Cavity structural member is applied in the concrete, pours into concrete in groove, pit, chamfering, inner corner trim, the hole and form local Cast-in-place concrete and add competent structure, thereby make structure more reasonable.
Feature of the present invention is that also described hollow mould shell is provided with at least one in reinforcing rib, projection, the positive arc angle.Like this, by projection found time in the position that do not stress in the Cast-in-place concrete, raised line, positive arc angle are carried out prefabricated component to weak force part and are strengthened, and can make the concrete structure stress ability of using Cavity structural member better.
Feature of the present invention is that also described cast-in-place structural time rib die cavity has two when above, their parallel each other or quadrature or obliques or form grid.Like this, when Cavity structural member is applied in the cast-in-situ concrete structure, can form Cast-in-place concrete time rib parallel to each other or quadrature or oblique or formation grid style, thereby improve the mechanical property of cast-in-situ concrete structure.
Feature of the present invention is that also described structure base plate is provided with reinforcing rib.Like this, the setting of reinforcing rib can improve its anti-folding rigidity greatly on the structure base plate, reduces the proportion of goods damageds of Cavity structural member in transportation, stacking or work progress.
Feature of the present invention also is to accompany reinforce among described structure base plate or hollow mould shell or both.Like this, being provided with the structure base plate of reinforce and the intensity of hollow mould shell has obtained improving greatly.
Feature of the present invention is that also described reinforce is at least a in reinforcing bar, steel wire, fiber, fibrous mesh cloth, metal foil band or the strap.Like this, the selecting for use of reinforce material when the diversity of reinforce material is convenient to produce reduces production costs.
Feature of the present invention is that also described reinforcing bar reinforce is a steel mesh reinforcement.
Feature of the present invention is that also described steel wire reinforce is a gauze wire cloth.
Feature of the present invention is that also described fabric reinforcement is a fibre bundle.
Feature of the present invention is that also described fibrous mesh cloth reinforce is a nonwoven.
Feature of the present invention is that also described metal foil band reinforce is porose thin band.
Feature of the present invention is that also described strap reinforce is a braid over braid.
Feature of the present invention also is the wall thickness of the thickness of slab of described structure base plate greater than hollow mould shell.Like this, the thickness of structure base plate can improve the rupture strength and the rigidity of structure base plate greatly greater than the wall thickness of hollow mould shell, makes it be not easy to fracture or destroys.
Feature of the present invention is that also described structure base plate or hollow mould shell or both are extended with reinforce simultaneously.Like this, when Cavity structural member was applied in the cast-in-situ concrete structure, the reinforce that stretches out had improved structure base plate or the bond stress of Cavity structural member in concrete greatly, can effectively prevent the phenomenon of mating face cracking.
Feature of the present invention is that also the position that described hollow mould shell contacts with the structure base plate is interior puncture angle or evagination right angle.Like this, different stressing conditions and requirement when being applied to concrete according to Cavity structural member, corresponding formation evagination or in the Cast-in-place concrete structure that contracts, thereby reach design idea.
Feature of the present invention is that also the surface of described hollow mould shell is the rough surface of waveform or zigzag or plucking.Like this, when being applied in the cast-in-situ concrete structure, increased the contact area of hollow mould shell and Cast-in-place concrete, make its tool better bond performance, thoroughly solve the problem of prefabricated and cast-in-place mating face cracking.
Feature of the present invention is that also described hollow mould shell is an inversed taper platform shape hollow mould shell.Like this, when hollow mould shell is applied in the concrete structure, can forms the Cast-in-place concrete structure of positive taper type, thereby satisfy force request.
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, stretches out partly for local or all, the outer edge of outer bridging piece is straight line or curve or broken line.Like this, when hollow mould shell was applied in the Cast-in-place concrete, its bridging piece that stretches out can replace engineering template, save construction cost, accelerated speed of application, the outer edge of toss is arranged to various not syntenies can effectively disperse concentrated stress, prevents that prefabricated and cast-in-place mating face from producing the crack.
Feature of the present invention is that also described structure base plate is pertusate reinforcing rib base plate.Like this, alleviate the weight of Cavity structural member base plate greatly, reduced the consumption of material, reduced cost of production, can make things convenient for the laying of various pipelines simultaneously.
Feature of the present invention is that also described structure base plate is provided with the locating structure of the downward tension that connects construction formwork, and locating structure can be at least a in draw ring, drag hook or the iron wire.Like this, when hollow mould shell is applied in the Cast-in-place concrete,, effectively prevented the hollow mould shell come-up, guaranteed that the internal structure of cast-in-situ concrete structure adheres to specification by the fixation of locating structure.
Feature of the present invention also is the cavity inside branch of described hollow mould shell or all fills or be pasted with light material that light material is foamed plastics, expanded perlite, expanded vermiculite, foaming or aerated light concrete, rock wool, mineral wool, glass wool, haydite or haydite concrete.Like this, improved the shock resistance of hollow mould shell greatly, reduced breakage rate, had better sound insulation, heat insulation, fireproof performance simultaneously, the diversity of light material can conveniently be drawn materials, and reduces production costs.
Feature of the present invention is that also the peripheral contour shape after the combination of described structure base plate and hollow mould shell is the square bodily form, cuboid, cylindrical, the hexagon bodily form or other shape.Like this, the diversity of the peripheral contour shape after the hollow mould shell combination can satisfy the different designs requirement, is convenient to construction application.
Feature of the present invention is that also the monnolithic case 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 respective cavities 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.Like this, when hollow mould shell is applied in the Cast-in-place concrete, can be according to the designing requirement difference of cast-in-situ concrete structure, and adopt above-mentioned hollow mould shell that cast-in-situ concrete structure is done to strengthen in local, to satisfy the design needs.
Feature of the present invention also be described hollow mould shell and structure base plate ways of connecting for gluedly is connected, is welded to connect, screw connects, cutting ferrule connection or Integratively formed connection.Like this, can in several ways hollow mould shell and structure base plate be linked into an integrated entity, reduce the production difficulty, improve production efficiency.
Feature of the present invention also is to be useful on the described structure base plate location thing that is connected the location with hollow mould shell.Like this, the setting of location thing can make hollow mould shell and structure base plate accurately locate butt joint, improves the product quality of Cavity structural member, is convenient to hollow mould shell and fast docks binding.
Feature of the present invention also is locating piece, positioning strip, posting, locating slot, locating ring or the reference column of location thing for protruding on the described structure base plate.Like this, location thing variation can be satisfied the positioning requirements of different hollow mould shells.
Feature of the present invention is that also hollow mould shell is an outward flanging or to the hollow mould shell of in-flanges.Like this, the different requirements that can use in cast-in-situ concrete structure according to hollow mould shell are provided with flanging or in-flanges, make use more convenient simple.
Feature of the present invention is that also described structure base plate is steel bar concrete, steel mesh reinforcement concrete, gauze wire cloth concrete, the structure base plate made from stress steel bar concrete, polymer steel bar concrete or wire mesh mortar.
Feature of the present invention is that also the cementitious materials of described hollow mould shell is a cement.
Feature of the present invention is that also the cementitious materials of described hollow mould shell is cement mortar or polymer cement or alkali slag cement or ground caustic coal ash cement or sulphate aluminium cement or ferrous aluminate cement or magnesia oxychloride cement or high alumina cement or organic resin glue or combinations thereof.Like this, the diversity of hollow mould shell and structure base plate manufacturing materials can make things convenient for its making to draw materials nearby, reduces production costs.
(4) description of drawings
Fig. 1 is the structural representation of embodiments of the invention 1, and among Fig. 1,1 is hollow mould shell, and 2 is the structure base plate, and 3 is time rib die cavity, and 4 be lateral surface, and 5 for supportting draw piece, in each accompanying drawing, numbers identically, and its explanation is identical.As shown in Figure 1, alternately, its two relative side and structure base plate 2 constitute a cast-in-place structural time rib die cavity 3 on structure base plate 2 for two hollow mould shells 1, be provided with three support draw pieces 5 in the inferior rib die cavity 3 adjacent hollow die shell 1 is connected to each other.
Fig. 2 is the structural representation of embodiments of the invention 2, two hollow mould shells 1 on structure base plate 2 alternately, the support draw piece 5 that is provided with in its cast-in-place structural time rib die cavity 3 is a sheet spare, and one or more combinations that support draw piece 5 also can be in rod member, rope, pier, pipe, the little tube sheet are provided with.
Fig. 3 is the structural representation of embodiments of the invention 3, and alternately, the support draw piece 5 that is provided with in its cast-in-place structural time rib die cavity 3 is a movable part on structure base plate 2 for two hollow mould shells 1.
Fig. 4 is the structural representation of embodiments of the invention 4, and alternately, the charges of support draw piece 5 for extracting out that are provided with in its cast-in-place structural time rib die cavity 3 are illustrated as haydite concrete piece on structure base plate 2 for two hollow mould shells 1.
Fig. 5 is the structural representation of embodiments of the invention 5, and alternately, the support draw piece 5 that is provided with in its cast-in-place structural time rib die cavity 3 is arranged at the bight of hollow mould shell 1 on structure base plate 2 for two hollow mould shells 1.
Fig. 6 is the structural representation of embodiments of the invention 6, and alternately, its hollow mould shell 1 is provided with the combination of groove 6, pit 7, chamfering 8, inner corner trim 9 and hole 10 on structure base plate 2 for two hollow mould shells 1.
Fig. 7 is the structural representation of embodiments of the invention 7, and alternately, its hollow mould shell 1 is provided with the combination of reinforcing rib 11, projection 12, positive arc angle 13 on structure base plate 2 for two hollow mould shells 1.
Fig. 8 is the structural representation of embodiments of the invention 8, and its four hollow mould shells 1 alternately, constitute two phase perpendicular configuration time rib die cavity 3 mutually on structure base plate 2.
Fig. 9 is the structural representation of embodiments of the invention 9, and alternately, its structure base plate 2 is provided with reinforcing rib 11 on structure base plate 2 for two hollow mould shells 1.
Figure 10 is the structural representation of embodiments of the invention 10, two hollow mould shells 1 on structure base plate 2 alternately, accompany reinforce 12 in its structure base plate 2 and the hollow mould shell 1, reinforce 12 is the metal foil band, and reinforce 12 also can be at least a or its combination in reinforcing bar, steel wire, steel mesh reinforcement, gauze wire cloth, fiber, fleece or cloth, nonwoven, braid over braid, the strap.
Figure 11 is the structural representation of embodiments of the invention 11, and alternately, the position that its hollow mould shell 1 contacts with structure base plate 2 is interior puncture angle 13 on structure base plate 2 for two hollow mould shells 1.
Figure 12 is the structural representation of embodiments of the invention 12, and alternately, the position that its hollow mould shell 1 contacts with structure base plate 2 is the evagination right angle on structure base plate 2 for two hollow mould shells 1.
Figure 13 is the structural representation of embodiments of the invention 13, and alternately, the surface of its hollow mould shell 1 is corrugated on structure base plate 2 for two hollow mould shells 1.
Figure 14 is the structural representation of embodiments of the invention 14, and alternately, its hollow mould shell 1 is an inversed taper platform shape hollow mould shell on structure base plate 2 for two hollow mould shells 1.
Figure 15 is the structural representation of embodiments of the invention 15, and alternately, its structure base plate 2 stretches out hollow mould shell 1 and constitutes bridging piece 15 on structure base plate 2 for two hollow mould shells 1, and the outer edge of bridging piece 15 is a straight line.
Figure 16 is the structural representation of embodiments of the invention 16, and alternately, its structure base plate 2 is for there being the reinforcing rib base plate of hole 10 on structure base plate 2 for two hollow mould shells 1.
Figure 17 is the structural representation of embodiments of the invention 17, two hollow mould shells 1 on structure base plate 2 alternately, its structure base plate 2 is provided with the drag hook of the downward tension that connects construction formwork as locating structure 16, and locating structure 16 also can be draw ring, iron wire or other device.
Figure 18 is the structural representation of embodiments of the invention 18; two hollow mould shells 1 on structure base plate 2 alternately; all be filled with light material 18 in the cavity 17 of its hollow mould shell 1; light material 18 is an expanded perlite, and light material 18 also can be foamed plastics, expanded vermiculite, foaming or aerated light concrete, rock wool, mineral wool, glass wool, haydite or haydite concrete.
Figure 19 is the structural representation of embodiments of the invention 19, two hollow mould shells 1 on structure base plate 2 alternately, ascending the gradually changing of monnolithic case size of Cavity structural member.
Figure 20 is the structural representation of embodiments of the invention 20, and two hollow mould shells 1 alternately, are useful on the location thing 19 that is connected the location with hollow mould shell 1 on its structure base plate 2 on structure base plate 2.
Figure 21 is the structural representation of embodiments of the invention 21, two hollow mould shells 1 on structure base plate 2 alternately, its hollow mould shell 1 outward flanging 20.
Figure 22 is the structural representation of embodiments of the invention 22, and alternately, its hollow mould shell 1 is to in-flanges 21 on structure base plate 2 for two hollow mould shells 1.
(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, structure base plate 2, hollow mould shell 1 connects into integral body with structure base plate 2, have 2 hollow mould shells 1 on the structure base plate 2 at least alternately, its side and structure base plate 2 constitute at least one cast-in-place structural time rib die cavity 3, other lateral surface 4 of hollow mould shell 1 constitutes the side template of cast-in-place structural main rib or beam or wall, it is characterized in that being provided with in the inferior rib die cavity 3 of described adjacent cavities formwork 1 at least one support draw piece 5, adjacent hollow die shell 1 is connected to each other, hollow mould shell 1 a vertical word arranges that structure base plate 2 vertical terminations are or/and the outer bridging piece 15 of both lateral sides.Fig. 1 is the structural representation of embodiments of the invention 1, and among Fig. 1,1 is hollow mould shell, and 2 is the structure base plate, and 3 is time rib die cavity, and 4 be lateral surface, and 5 for supportting draw piece, in each accompanying drawing, numbers identically, and its explanation is identical.As shown in Figure 1, alternately, its two relative side and structure base plate 2 constitute a cast-in-place structural time rib die cavity 3 on structure base plate 2 for two hollow mould shells 1, be provided with three support draw pieces 5 in the inferior rib die cavity 3 adjacent hollow die shell 1 is connected to each other.As Fig. 7, Fig. 9, Figure 12, Figure 13 and shown in Figure 20, hollow mould shell 1 a vertical word is arranged, the outer bridging piece 15 of structure base plate 2 vertical terminations and both lateral sides.
Feature of the present invention also is at least a in rod member, rope, pier, pipe or the sheet spare of described support draw piece 5.Fig. 2 is the structural representation of embodiments of the invention 2, two hollow mould shells 1 on structure base plate 2 alternately, the support draw piece 5 that is provided with in its cast-in-place structural time rib die cavity 3 is a sheet spare, and one or more combinations that support draw piece 5 also can be in rod member, rope, pier, pipe, the little tube sheet are provided with.
Feature of the present invention is that also described support draw piece 5 is the broken piece easy to break of easily broken structure.Alternately, its support draw piece 5 is the broken piece easy to break of easily broken structure on structure base plate 2 for two hollow mould shells 1 as shown in Figure 1.
Feature of the present invention is that also described support draw piece 5 is movable part or knockdown pieces.Fig. 3 is the structural representation of embodiments of the invention 3, and alternately, the support draw piece 5 that is provided with in its cast-in-place structural time rib die cavity 3 is a movable part on structure base plate 2 for two hollow mould shells 1.
Feature of the present invention is that also described support draw piece 5 is the charges that can extract out.Fig. 4 is the structural representation of embodiments of the invention 4, and alternately, the charges of support draw piece 5 for extracting out that are provided with in its cast-in-place structural time rib die cavity 3 are illustrated as haydite concrete piece on structure base plate 2 for two hollow mould shells 1.
Feature of the present invention is that also described support draw piece 5 is arranged at the top or the bight of hollow mould shell 1.Fig. 5 is the structural representation of embodiments of the invention 5, and alternately, the support draw piece 5 that is provided with in its cast-in-place structural time rib die cavity 3 is arranged at the bight of hollow mould shell 1 on structure base plate 2 for two hollow mould shells 1.
Feature of the present invention is that also described hollow mould shell 1 is provided with at least one in groove 6, pit 7, chamfering 8, inner corner trim 9, the hole 10.Fig. 6 is the structural representation of embodiments of the invention 6, and alternately, its hollow mould shell 1 is provided with the combination of groove 6, pit 7, chamfering 8, inner corner trim 9 and hole 10 on structure base plate 2 for two hollow mould shells 1.
Feature of the present invention is that also described hollow mould shell 1 is provided with at least one in reinforcing rib 11, projection 12, the positive arc angle 13.Fig. 7 is the structural representation of embodiments of the invention 7, and alternately, its hollow mould shell 1 is provided with the combination of reinforcing rib 11, projection 12, positive arc angle 13 on structure base plate 2 for two hollow mould shells 1.
Feature of the present invention is that also described cast-in-place structural time rib die cavity 3 has two when above, their parallel each other or quadrature or obliques or form grid.Fig. 8 is the structural representation of embodiments of the invention 8, and its four hollow mould shells 1 alternately, constitute two phase perpendicular configuration time rib die cavity 3 mutually on structure base plate 2.
Feature of the present invention is that also described structure base plate 2 is provided with reinforcing rib 11.Fig. 9 is the structural representation of embodiments of the invention 9, and alternately, its structure base plate 2 is provided with reinforcing rib 11 on structure base plate 2 for two hollow mould shells 1.
The present invention also is to accompany reinforce 12 among described structure base plate 2 or hollow mould shell 1 or both.Figure 10 is the structural representation of embodiments of the invention 10, and two hollow mould shells 1 alternately, accompany reinforce 12 in its structure base plate 2 and the hollow mould shell 1 on structure base plate 2.
The present invention is that also described reinforce 12 reinforces are at least a in reinforcing bar, steel wire, fiber, fibrous mesh cloth, metal foil band or the strap.As shown in figure 10, reinforce 12 is the metal foil band.
The present invention is that also described reinforcing bar reinforce 12 is steel mesh reinforcement.
The present invention is that also described steel wire reinforce 12 is gauze wire cloth.
The present invention is that also described fabric reinforcement 12 is fibre bundle.
The present invention is that also described fibrous mesh cloth reinforce 12 is nonwoven.
The present invention is that also described metal foil band reinforce 12 is porose thin band.
The present invention is that also described strap reinforce 12 is braid over braid.
The present invention also is the wall thickness of the thickness of slab of described structure base plate 2 greater than hollow mould shell 1.
Feature of the present invention is that also described structure base plate 2 or hollow mould shell 1 or both are extended with reinforce 12 simultaneously.As shown in figure 10, alternately, its hollow mould shell 1 is extended with reinforce 12 on structure base plate 2 for two hollow mould shells 1.
Feature of the present invention is that also the position that described hollow mould shell 1 contacts with structure base plate 2 is interior puncture angle 13 or evagination right angle 14.Figure 11 is the structural representation of embodiments of the invention 11, and alternately, the position that its hollow mould shell 1 contacts with structure base plate 2 is interior puncture angle 13 on structure base plate 2 for two hollow mould shells 1.Figure 12 is the structural representation of embodiments of the invention 12, and alternately, the position that its hollow mould shell 1 contacts with structure base plate 2 is the evagination right angle on structure base plate 2 for two hollow mould shells 1.
The present invention is that also the surface of described hollow mould shell 1 is the rough surface of waveform or zigzag or plucking.Figure 13 is the structural representation of embodiments of the invention 13, and alternately, the surface of its hollow mould shell 1 is corrugated on structure base plate 2 for two hollow mould shells 1.
Feature of the present invention is that also described hollow mould shell 1 is inversed taper platform shape hollow mould shell.Figure 14 is the structural representation of embodiments of the invention 14, and alternately, its hollow mould shell 1 is an inversed taper platform shape hollow mould shell on structure base plate 2 for two hollow mould shells 1.
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 15, stretches out partly for local or all, the outer edge of outer bridging piece 15 is straight line or curve or broken line.Figure 15 is the structural representation of embodiments of the invention 15, and alternately, its structure base plate 2 stretches out hollow mould shell 1 and constitutes bridging piece 15 on structure base plate 2 for two hollow mould shells 1, and the outer edge of bridging piece 15 is a straight line.
Feature of the present invention is that also described structure base plate 2 is for there being the reinforcing rib base plate of hole 10.Figure 16 is the structural representation of embodiments of the invention 16, and alternately, its structure base plate 2 is for there being the reinforcing rib base plate of hole 10 on structure base plate 2 for two hollow mould shells 1.
The present invention is that also described structure base plate 2 is provided with the locating structure 16 of the downward tension that connects construction formwork, and locating structure 16 can be at least a in draw ring, drag hook or the iron wire.Figure 17 is the structural representation of embodiments of the invention 17, two hollow mould shells 1 on structure base plate 2 alternately, its structure base plate 2 is provided with the drag hook of the downward tension that connects construction formwork as locating structure 16, and locating structure 16 also can be draw ring, iron wire or other device.
Feature of the present invention also is partly or entirely to fill or be pasted with light material 18 in the cavity 17 of described hollow mould shell 1, and light material 18 is foamed plastics, expanded perlite, expanded vermiculite, foaming or aerated light concrete, rock wool, mineral wool, glass wool, haydite or haydite concrete.Figure 18 is the structural representation of embodiments of the invention 18; two hollow mould shells 1 on structure base plate 2 alternately; all be filled with light material 18 in the cavity 17 of its hollow mould shell 1; light material 18 is an expanded perlite, and light material 18 also can be foamed plastics, expanded vermiculite, foaming or aerated light concrete, rock wool, mineral wool, glass wool, haydite or haydite concrete.
The present invention is that also the peripheral contour shape after described structure base plate 2 and hollow mould shell 1 make up is the square bodily form, cuboid, the cylindrical or hexagon bodily form.As shown in figure 18, the peripheral contour shape after its structure base plate 2 makes up with hollow mould shell 1 is a cuboid.
Feature of the present invention is that also the monnolithic case 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 respective cavities 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 19 is the structural representation of embodiments of the invention 19, two hollow mould shells 1 on structure base plate 2 alternately, ascending the gradually changing of monnolithic case size of Cavity structural member.
Feature of the present invention also be described hollow mould shell 1 and structure base plate 2 ways of connecting for gluedly is connected, is welded to connect, screw connects, cutting ferrule connection or Integratively formed connection.
Feature of the present invention also is to be useful on the described structure base plate 2 the location thing 19 that is connected the location with hollow mould shell 1.Figure 20 is the structural representation of embodiments of the invention 20, and two hollow mould shells 1 alternately, are useful on the location thing 19 that is connected the location with hollow mould shell 1 on its structure base plate 2 on structure base plate 2.
The present invention also is locating piece, positioning strip, posting, locating slot, locating ring or the reference column of location thing 19 for protruding on the described structure base plate 2.
Feature of the present invention is that also hollow mould shell 1 is for outward flanging 20 or to the hollow mould shell 1 of in-flanges 21.Figure 21 is the structural representation of embodiments of the invention 21, two hollow mould shells 1 on structure base plate 2 alternately, its hollow mould shell 1 outward flanging 20.Figure 22 is the structural representation of embodiments of the invention 22, and alternately, its hollow mould shell 1 is to in-flanges 21 on structure base plate 2 for two hollow mould shells 1.
The present invention also is the structure base plate that described structure base plate 2 is made 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 present invention is that also the cementitious materials of described hollow mould shell 1 is cement or cement mortar or polymer cement or alkali slag cement or ground caustic coal ash cement or sulphate aluminium cement or ferrous aluminate cement or magnesia oxychloride cement or high alumina cement or organic resin glue or combinations thereof.
During the invention process, can make hollow mould shell 1 with the cement glass fiber earlier, and pre-buried within it welding ironware, make structure base plate 2 with the cement gauze wire cloth then, at it not during setting and harden, prefabricated hollow mould shell 1 is fastened on it, be bonded to integral body, treat its setting and harden after, maintenance is to stipulating the length of time, as support draw piece 5 and the seam of pre-buried welding ironware, promptly get Cavity structural member with reinforcing bar.
Claims (10)
1, a kind of Cavity structural member, include hollow mould shell (1), structure base plate (2), hollow mould shell (1) connects into integral body with structure base plate (2), have 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), other lateral surface (4) of hollow mould shell (1) constitutes the side template of cast-in-place structural main rib or beam or wall, it is characterized in that being provided with in the inferior rib die cavity (3) of described adjacent cavities formwork (1) at least one support draw piece (5), adjacent hollow die shell (1) is connected to each other, the vertical word of hollow mould shell (1) arranges that the vertical termination of structure base plate (2) is or/and the outer bridging piece (15) of both lateral sides.
2, a kind of Cavity structural member according to claim 1 is characterized in that at least a in rod member, rope, pier, pipe or the sheet spare of described support draw piece (5).
3, a kind of Cavity structural member according to claim 1 is characterized in that described support draw piece (5) is the broken piece easy to break of easily broken structure.
4, a kind of Cavity structural member according to claim 1 is characterized in that described support draw piece (5) is movable part or knockdown pieces.
5, a kind of Cavity structural member according to claim 1 is characterized in that described support draw piece (5) is the charges that can extract out.
6, a kind of Cavity structural member according to claim 1 is characterized in that described support draw piece (5) is arranged at the top or the bight of hollow mould shell (1).
7, a kind of Cavity structural member according to claim 1 is characterized in that described hollow mould shell (1) is provided with at least one in groove (6), pit (7), chamfering (8), inner corner trim (9), the hole (10); Perhaps hollow mould shell (1) is provided with at least one in reinforcing rib (11), projection (12), the positive arc angle (13); Perhaps cast-in-place structural time rib die cavity (3) has two when above, their parallel each other or quadrature or obliques or form grid.
8,, it is characterized in that described structure base plate (2) is provided with reinforcing rib (11) according to the described a kind of Cavity structural member of arbitrary claim in the claim 1 to 7; Perhaps accompany reinforce (12) among structure base plate (2) or hollow mould shell (1) or both; Perhaps reinforce (12) is at least a in reinforcing bar, steel wire, fiber, fibrous mesh cloth, metal foil band or the strap; Perhaps reinforcing bar reinforce (12) is a steel mesh reinforcement; Perhaps steel wire reinforce (12) is a gauze wire cloth; Perhaps fabric reinforcement (12) is a fibre bundle; Perhaps fibrous mesh cloth reinforce (12) is a nonwoven; Perhaps metal foil band reinforce (12) is porose thin band; Perhaps strap reinforce (12) is a braid over braid; Perhaps the thickness of slab of structure base plate (2) is greater than the wall thickness of hollow mould shell (1); Perhaps structure base plate (2) or hollow mould shell (1) or both are extended with reinforce (12) simultaneously; Perhaps the position that contacts with structure base plate (2) of hollow mould shell (1) is interior puncture angle (13) or evagination right angle (14).
9, according to the described a kind of Cavity structural member of arbitrary claim in the claim 1 to 7, the surface that it is characterized in that described hollow mould shell (1) is the rough surface of waveform or zigzag or plucking; Perhaps hollow mould shell (1) is an inversed taper platform shape hollow mould shell; Perhaps structure base plate (2) flushes with the lateral surface (4) of hollow mould shell (1) or stretches out and constitutes bridging piece (15), stretches out partly to be part or whole, and the outer edge of outer bridging piece (15) is straight line or curve or broken line; Perhaps structure base plate (2) is for there being the reinforcing rib base plate of hole (10); Perhaps structure base plate (2) is provided with the locating structure (16) of the downward tension that connects construction formwork, and locating structure (16) can be at least a in draw ring, drag hook or the iron wire; Perhaps partly or entirely fill or be pasted with light material (18) in the cavity (17) of hollow mould shell (1), light material (18) is foamed plastics, expanded perlite, expanded vermiculite, foaming or aerated light concrete, rock wool, mineral wool, glass wool, haydite or haydite concrete; Peripheral contour shape after perhaps structure base plate (2) makes up with hollow mould shell (1) is the square bodily form, cuboid, the cylindrical or hexagon bodily form.
10, according to the described a kind of Cavity structural member of arbitrary claim in the claim 1 to 7, the monnolithic case 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 respective cavities 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; Perhaps hollow mould shell (1) and structure base plate (2) ways of connecting for gluedly is connected, is welded to connect, screw connects, cutting ferrule connection or Integratively formed connection; Perhaps be useful on the location thing (19) that is connected the location with hollow mould shell (1) on the structure base plate (2); Perhaps the location thing (19) on the structure base plate (2) is locating piece, positioning strip, posting, locating slot, locating ring or the reference column of protrusion; Perhaps hollow mould shell (1) is an outward flanging (20) or to the hollow mould shell (1) of in-flanges (21); Perhaps structure base plate (2) be steel bar concrete, steel mesh reinforcement concrete, gauze wire cloth concrete, the structure base plate made from stress steel bar concrete, polymer steel bar concrete or wire mesh mortar; Perhaps the cementitious materials of hollow mould shell (1) is a cement; Perhaps the cementitious materials of hollow mould shell (1) is cement mortar or polymer cement or alkali slag cement or ground caustic coal ash cement or sulphate aluminium cement or ferrous aluminate cement or magnesia oxychloride cement or high alumina cement or organic resin glue or combinations thereof.
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 03118391 CN1260442C (en) | 2003-05-20 | 2003-05-20 | Cavity member |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 03118391 Division CN1260442C (en) | 2003-05-20 | 2003-05-20 | Cavity member |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1896424A true CN1896424A (en) | 2007-01-17 |
| CN100467772C CN100467772C (en) | 2009-03-11 |
Family
ID=34320798
Family Applications (6)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2006100949835A Expired - Fee Related CN100489236C (en) | 2003-05-20 | 2003-05-20 | Cavity member |
| CNB2006100949854A Expired - Fee Related CN100467772C (en) | 2003-05-20 | 2003-05-20 | Cavity construction member |
| CNB2006100921789A Expired - Fee Related CN100476114C (en) | 2003-05-20 | 2003-05-20 | Hollow component |
| CNB2006100933038A Expired - Fee Related CN100467766C (en) | 2003-05-20 | 2003-05-20 | Hollow member |
| CN 03118391 Expired - Fee Related CN1260442C (en) | 2003-05-20 | 2003-05-20 | Cavity member |
| CNB2006100949820A Expired - Fee Related CN100467771C (en) | 2003-05-20 | 2003-05-20 | Cavity construction member |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2006100949835A Expired - Fee Related CN100489236C (en) | 2003-05-20 | 2003-05-20 | Cavity member |
Family Applications After (4)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2006100921789A Expired - Fee Related CN100476114C (en) | 2003-05-20 | 2003-05-20 | Hollow component |
| CNB2006100933038A Expired - Fee Related CN100467766C (en) | 2003-05-20 | 2003-05-20 | Hollow member |
| CN 03118391 Expired - Fee Related CN1260442C (en) | 2003-05-20 | 2003-05-20 | Cavity member |
| CNB2006100949820A Expired - Fee Related CN100467771C (en) | 2003-05-20 | 2003-05-20 | Cavity construction member |
Country Status (1)
| Country | Link |
|---|---|
| CN (6) | CN100489236C (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100564741C (en) * | 2004-12-31 | 2009-12-02 | 邱则有 | A kind of concrete hollow board |
| CN100564742C (en) * | 2004-12-31 | 2009-12-02 | 邱则有 | A kind of concrete hollow board |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE19526190A1 (en) * | 1995-07-18 | 1997-01-23 | Gefinex Jackon Gmbh | Lost shuttering for lateral containment of concrete ceiling |
| CN1112489C (en) * | 2001-11-15 | 2003-06-25 | 邱则有 | Comobined ribbed cavity member for spatial structure roof |
| CN1116485C (en) * | 2001-11-23 | 2003-07-30 | 邱则有 | Floor with space structure |
| CN1176288C (en) * | 2002-10-25 | 2004-11-17 | 邱则有 | Modular formwork members |
-
2003
- 2003-05-20 CN CNB2006100949835A patent/CN100489236C/en not_active Expired - Fee Related
- 2003-05-20 CN CNB2006100949854A patent/CN100467772C/en not_active Expired - Fee Related
- 2003-05-20 CN CNB2006100921789A patent/CN100476114C/en not_active Expired - Fee Related
- 2003-05-20 CN CNB2006100933038A patent/CN100467766C/en not_active Expired - Fee Related
- 2003-05-20 CN CN 03118391 patent/CN1260442C/en not_active Expired - Fee Related
- 2003-05-20 CN CNB2006100949820A patent/CN100467771C/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| CN100467766C (en) | 2009-03-11 |
| CN100467772C (en) | 2009-03-11 |
| CN1877021A (en) | 2006-12-13 |
| CN1896422A (en) | 2007-01-17 |
| CN1912278A (en) | 2007-02-14 |
| CN1896423A (en) | 2007-01-17 |
| CN100467771C (en) | 2009-03-11 |
| CN100489236C (en) | 2009-05-20 |
| CN100476114C (en) | 2009-04-08 |
| CN1548675A (en) | 2004-11-24 |
| CN1260442C (en) | 2006-06-21 |
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