CN1112491C - Formwork structural member for steel bar reinforced floor slab in space structure - Google Patents
Formwork structural member for steel bar reinforced floor slab in space structure Download PDFInfo
- Publication number
- CN1112491C CN1112491C CN 01139997 CN01139997A CN1112491C CN 1112491 C CN1112491 C CN 1112491C CN 01139997 CN01139997 CN 01139997 CN 01139997 A CN01139997 A CN 01139997A CN 1112491 C CN1112491 C CN 1112491C
- Authority
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- China
- Prior art keywords
- steel bar
- floor slab
- structural element
- space structure
- formwork structural
- 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
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- 229910000831 Steel Inorganic materials 0.000 title claims description 74
- 239000010959 steel Substances 0.000 title claims description 74
- 238000009415 formwork Methods 0.000 title claims description 54
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 16
- 239000004567 concrete Substances 0.000 claims description 53
- 230000003014 reinforcing effect Effects 0.000 claims description 40
- 239000004744 fabric Substances 0.000 claims description 31
- 210000003205 muscle Anatomy 0.000 claims description 31
- 230000002787 reinforcement Effects 0.000 claims description 21
- 230000015572 biosynthetic process Effects 0.000 claims description 11
- 238000004026 adhesive bonding Methods 0.000 claims description 7
- 239000007787 solid Substances 0.000 claims description 7
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 6
- 239000011490 mineral wool Substances 0.000 claims description 6
- 239000004033 plastic Substances 0.000 claims description 6
- 229920003023 plastic Polymers 0.000 claims description 6
- 230000003467 diminishing effect Effects 0.000 claims description 5
- 238000005187 foaming Methods 0.000 claims description 5
- 238000000465 moulding Methods 0.000 claims description 5
- 239000010451 perlite Substances 0.000 claims description 5
- 235000019362 perlite Nutrition 0.000 claims description 5
- 239000000853 adhesive Substances 0.000 claims description 4
- 230000001070 adhesive effect Effects 0.000 claims description 4
- 238000005728 strengthening Methods 0.000 claims description 4
- 238000009954 braiding Methods 0.000 claims description 3
- 230000002708 enhancing effect Effects 0.000 claims description 3
- 239000011491 glass wool Substances 0.000 claims description 3
- 229910052742 iron Inorganic materials 0.000 claims description 3
- 239000010455 vermiculite Substances 0.000 claims description 3
- 229910052902 vermiculite Inorganic materials 0.000 claims description 3
- 235000019354 vermiculite Nutrition 0.000 claims description 3
- 238000009941 weaving Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 11
- 238000009416 shuttering Methods 0.000 abstract description 8
- 230000002093 peripheral effect Effects 0.000 abstract 2
- 239000002585 base Substances 0.000 description 68
- 239000004568 cement Substances 0.000 description 18
- 239000000463 material Substances 0.000 description 9
- 238000011065 in-situ storage Methods 0.000 description 6
- CPLXHLVBOLITMK-UHFFFAOYSA-N Magnesium oxide Chemical compound [Mg]=O CPLXHLVBOLITMK-UHFFFAOYSA-N 0.000 description 4
- QAOWNCQODCNURD-UHFFFAOYSA-L Sulfate Chemical compound [O-]S([O-])(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-L 0.000 description 3
- 239000003513 alkali Substances 0.000 description 3
- 239000004411 aluminium Substances 0.000 description 3
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 3
- 229910052782 aluminium Inorganic materials 0.000 description 3
- 239000011083 cement mortar Substances 0.000 description 3
- 239000003292 glue Substances 0.000 description 3
- 239000002893 slag Substances 0.000 description 3
- 229910021653 sulphate ion Inorganic materials 0.000 description 3
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 2
- 239000003518 caustics Substances 0.000 description 2
- 239000010883 coal ash Substances 0.000 description 2
- RCJVRSBWZCNNQT-UHFFFAOYSA-N dichloridooxygen Chemical compound ClOCl RCJVRSBWZCNNQT-UHFFFAOYSA-N 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- -1 ferrous aluminate Chemical class 0.000 description 2
- 239000011381 foam concrete Substances 0.000 description 2
- 239000000395 magnesium oxide Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 229920000642 polymer Polymers 0.000 description 2
- 239000011414 polymer cement Substances 0.000 description 2
- 239000011347 resin Substances 0.000 description 2
- 229920005989 resin Polymers 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 239000011449 brick Substances 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 238000009408 flooring Methods 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 102000045246 noggin Human genes 0.000 description 1
- 108700007229 noggin Proteins 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
- E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/023—Separate connecting devices for prefabricated floor-slabs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/04—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/326—Floor structures wholly cast in situ with or without form units or reinforcements with hollow filling elements
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
The present invention relates to a shuttering structural member for a reinforced concrete floor slab with a spatial structure, which comprises an upper bottom (1), a lower bottom (2) and side walls (3), wherein a closed cavity (4) is composed of the upper bottom (1), the lower bottom (2) and the peripheral side walls (3). The present invention is characterized in that at least one side wall (3) comprises at least one projected module (5) and at least one vertical rod mould cavity (6) or an inclined rod mould cavity (7) or the combination of the vertical rod mould cavity (6) and the inclined rod mould cavity (7); the lower bottom (2) is a structural bottom slab (1), the slab thickness of the structural bottom slab (1) is greater than the slab thickness of the upper bottom (1) and the wall thickness of the peripheral side walls. After the shuttering structural member is applied to the cast-in-place reinforced concrete floor slab with a spatial structure, the weight of the floor slab is light; the present invention also has the characteristics of light weight, high strength, simple structure, convenient construction and transportation, etc., and also has the characteristics that after objects are hung, the cast-in-place and precast junction face of the lower bottom of the cast-in-place reinforced concrete floor slab with a spatial structure does not dehisce so as to transfer the force of the floor slab with a spatial structure, etc.
Description
(1) technical field
The present invention relates to a kind of steel bar reinforced floor slab in space structure formwork structural element.
(2) background technology
Advantages such as at present, the building of brick mix structure and frame construction 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.The patent No. is " shuttering member " utility model patent of 93206310.1, a kind of a kind of prefabricated noggin piece that is used for industry and the close rib cavity of civilian construction floor is disclosed, it by upper base, go to the bottom and sidewall constitutes, sidewall all around and upper base, the totally-enclosed cavity polyhedral structure of the formation of going to the bottom are provided with the integrated support intensity of ribs with the enhancement mode mould component in the die housing.During construction, by designing requirement, shuttering member is placed on the supporter of floor gap, reserve the certain clearance space between shuttering member, arrange reinforcing bar, and pour into a mould that shuttering member promptly constitutes all very smooth whole two-way ribbed slab structure of upper and lower surface with reinforced concrete with cement, shuttering member in floor be internal mold be again to fill supporting member, construction saves trouble, easy.But after this shuttering member is applied to the cast-in-situ reinforced concrete floor slab in space structure, the floor structure weight that forms is heavier relatively, and the wall thickness of polyhedral structure not by actual loading and use need the design, promptly going to the bottom thickness of slab should be greater than other wall thickness, be beneficial to when reality is used, the object of going to the bottom and to bear bigger flooring stress and hanging constant weight, do not ftracture as light fixture, ceiling fan, equipment, pipeline etc., therefore, develop a kind of novel cast-in-situ reinforced concrete floor slab in space structure and be urgent need with the formwork structural element.
(3) summary of the invention
The object of the present invention is to provide a kind of steel bar reinforced floor slab in space structure formwork structural element, it is lighter relatively to be applied to the floor structure weight that forms behind the cast-in-situ reinforced concrete floor slab in space structure, and self have in light weight, characteristics such as intensity is high, simple in structure, convenient construction and transport, simultaneously, also have the cast-in-place and prefabricated bonding surface of hanging the bottom surface of cast-in-situ reinforced concrete floor slab in space structure behind the object and do not ftracture, can transmit the characteristics such as power of floor slab in space structure.
Solution of the present invention is on the basis of existing technology, it includes upper base, go to the bottom, sidewall, upper base, go to the bottom and all around sidewall constitute enclosed cavity, it is characterized in that at least one sidewall, also including module and at least one montant die cavity or brace die cavity or both combinations of at least one protrusion, and going to the bottom is the structure base plate, its thickness ratio upper base thickness of slab and the sidewall wall thickness is big all around.Since around sidewall the module of protrusion and montant die cavity, brace die cavity or montant die cavity and the brace die cavity that is made of module or module and sidewall are arranged, like this after this formwork structural element is applied to steel bar reinforced floor slab in space structure, promptly become truss member type two-way ribs by the Cast-in-place concrete two-way ribs that forms between the formwork structural element in the floor, or the two-way ribs of truss-like rod member is worn in the two-way ribs both sides, thereby the weight of cast-in-place two-way ribs alleviates greatly, also makes the weight saving of whole floor structure.Simultaneously, going to the bottom is the structure base plate, the thickness of slab of structure base plate greater than around the wall thickness of sidewall and upper base, thereby whole formwork structural element intensity height, stressed power transmission are more reasonable, and simple in structure.During actual the use, the structure base plate can participate in stressed, and can hang the greater weight object and the cast-in-place and prefabricated bonding surface of the bottom surface of cast-in-situ reinforced concrete floor slab in space structure does not ftracture, thereby has reached purpose of the present invention.Simultaneously, the formwork structural element also has in light weight, characteristics such as intensity is high, simple in structure, convenient construction and transport.
Feature of the present invention is that also at least one die cavity is arranged between the module.
Feature of the present invention is that also module is hollow or solid.Module is hollow, can further alleviate the weight of formwork structural element.
Feature of the present invention is that also module is a Prefabricated block.
Feature of the present invention is that also being connected to that screw is connected or pre-buried weldment connects or bonding adhesive connects or bayonet socket connects or Prefabricated block being sticked on the sidewall of setting and harden not between module and the sidewall connects as one with the sidewall gluing.
Feature of the present invention is that also module is directly to be protruded and constituted by sidewall global formation when prefabricated.
Feature of the present invention is that also the cross sectional shape of die cavity is square, circular, oval or other shape.
Feature of the present invention is that also upper and lower mouthful of die cavity is horn mouth.Be beneficial to concrete like this and pour into smoothly, and make concrete and the upper and lower part concrete rounding off that pours in the die cavity, reduce stress and concentrate.
Feature of the present invention also is to have in the die cavity concrete or steel bar concrete or prestressed reinforced concrete, forms the stick of concrete or steel bar concrete or prestressed reinforced concrete respectively.Can guarantee the quality of prefabricated concrete in the stick so better.
Feature of the present invention is that also the reinforcing bar in the steel bar concrete stick has the joint that reveals muscle or be reserved with reinforcing bar.Stick and Cast-in-place concrete are bondd better, improve the globality of truss member type two-way ribs.
Feature of the present invention also is to go to the bottom and is the structure base plate, its thickness ratio upper base thickness of slab and the sidewall wall thickness is big all around.
Feature of the present invention is that also the structure base plate has reinforcing bar, steel mesh reinforcement or gauze wire cloth.Can improve the intensity and the rigidity of member preferably, prevent the structure bottom slab crack, participate in the stressed and power transmission of floor.
Feature of the present invention is that also reinforcing bar, steel mesh reinforcement or the gauze wire cloth in the structure base plate has the muscle of revealing or reveal net, perhaps reveals muscle, reveals the joint of netting.Member is bondd with Cast-in-place concrete better, improve the globality of floor.
Feature of the present invention also be the structure base plate overhanging choose bridging piece is arranged, the lateral surface of bridging piece is linear side or shaped form side.The bridging piece that stretches out can be used as the template of cast in place reinforced bar concrete hidden rib, makes easy construction.
Feature of the present invention is that also each inner surface in the enclosed cavity has reinforcing rib.
Feature of the present invention is that also stiffening rib is arranged in the enclosed cavity.
Feature of the present invention also is to have in the enclosed cavity rod member of prefabricated formation chi structure.
Feature of the present invention also is to be useful in the enclosed cavity die cavity member that the rod member of cast-in-place moulding chi structure is used.Owing to the die cavity of reinforcing rib, ribs, rod member or rod member is arranged, thereby has improved the intensity and the rigidity of member greatly.When being applied to floor, can participate in the stressed of floor.
Feature of the present invention also is in reinforcing rib or stiffening rib or the prefabricated rod member embedded bar is arranged.Can further improve its intensity.
Feature of the present invention is that also steel mesh reinforcement or the gauze wire cloth in the stiffening rib has the net of revealing or be reserved with steel mesh reinforcement or the joint of gauze wire cloth.Like this, member can form integral body with the floor bonding better when using, participate in the stressed of floor.
Feature of the present invention also is the tension locating structure that the structure base plate has the connection template to use, and locating structure is drag hook, draw ring, lacing wire, iron wire or other device.It can prevent effectively that member from floating when the floor concrete is poured into a mould.
Feature of the present invention also is in upper base, sidewall, structure base plate or the module enhancing carcass is arranged, 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 or muscle bundle is variation or indeclinable.Strengthening carcass can further increase the intensity and the rigidity of member.
Feature of the present invention also is partly or entirely to fill or be bonded with foamed plastics, expanded perlite, expanded vermiculite, foaming or aerated light concrete, rock wool, mineral wool or glass wool at enclosed cavity.Can improve the thermal and insulating performance of member better.
Feature of the present invention is that also the planar profile of formwork structural element is square, rectangle, hexagon or other shape.
Feature of the present invention is that also it is to become big gradually by little that the appearance and size of formwork structural element passes through, and the thickness of slab of its structure base plate is by diminishing greatly gradually.This member is applicable to beam, post or wall limit, to increase the cast-in-situ reinforced concrete thickness of floor, improves stress performance.
Feature of the present invention is that also module is PVC foam-plastic blocks, light-weight foam concrete piece, lightweight wood chip piece or other light material.
Feature of the present invention is that also the structure base plate is steel bar concrete, steel mesh reinforcement concrete, gauze wire cloth concrete, polymer steel bar concrete or wire mesh mortar etc., the cementitious materials of upper base, sidewall or module 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 structure base plate, upper base, sidewall or module are made with same material or different materials.
(4), description of drawings
Fig. 1 is the structural representation of embodiments of the invention 1, and the die cavity (6) that is made of module (5) and sidewall (3) is arranged on sidewall (3).
Fig. 2 is the structural representation of embodiments of the invention 2, and the die cavity (6,7) that is made of module (5) and sidewall (3) is arranged on sidewall (3).
Fig. 3 is the structural representation of embodiments of the invention 3, and the die cavity (6,7) that is made of module (5) and sidewall (3) is arranged on sidewall (3).
Fig. 4 is the structural representation of embodiments of the invention 4, and the die cavity (6) that is made of the sidewall (3) on module (5) and the module (5) is being arranged on the sidewall (3).
Fig. 5 is the structural representation of embodiments of the invention 5, the die cavity (6) that is made of module (5) is arranged on sidewall (3), and module (5) is hollow.
Fig. 6 is the structural representation of embodiments of the invention 6, the die cavity (6) that is made of module (5) is arranged on sidewall (3), and module (5) is solid.
Fig. 7 is the structural representation of embodiments of the invention 7, and the module (5) and the die cavity (6) of protrusion only arranged in the one side of formwork structural element.
Fig. 8 is the structural representation of embodiments of the invention 8, and the module (5) and the die cavity (6,7) of protrusion arranged in the adjacent two sides of formwork structural element.
Fig. 9 is the structural representation of embodiments of the invention 9, and its module (5) is hollow.
Figure 10 is the structural representation of embodiments of the invention 10, and its module (5) is solid.
Figure 11 is the structural representation of embodiments of the invention 11, and the cross sectional shape of its die cavity (6,7) is oval.
Figure 12 is the structural representation of embodiments of the invention 12, and the upper and lower of its die cavity (6,7) is horn mouth.
Figure 13 is the structural representation of embodiments of the invention 13, and its die cavity has concrete in (6).
Figure 14 is the structural representation of embodiments of the invention 14, and its die cavity has concrete in (7).
Figure 15 is the structural representation of embodiments of the invention 15, and its die cavity has concrete in (6,7).
Figure 16 is the structural representation of embodiments of the invention 16, and its die cavity has steel bar concrete in (6,7).
Figure 17 is the structural representation of embodiments of the invention 17, and the reinforcing bar (10) in its steel bar concrete stick (8,9) has dew muscle (11).
Figure 18 is the structural representation of embodiments of the invention 18, and the reinforcing bar (10) in its steel bar concrete stick (8,9) is reserved with the joint (12) of reinforcing bar (10).
Figure 19 is the structural representation of embodiments of the invention 19, and its structure base plate (2) has reinforcing bar (13).
Figure 20 is the structural representation of embodiments of the invention 20, and its structure base plate (2) has steel mesh reinforcement (14) or gauze wire cloth (15).
Figure 21 is the structural representation of embodiments of the invention 21, and its structure base plate (2) has dew muscle (16).
Figure 22 is the structural representation of embodiments of the invention 22, and its structure base plate (2) has dew net (17).
Figure 23 is the structural representation of embodiments of the invention 23, and its structure base plate (2) has dew muscle (16) or reveals the joint (18) of net (17).
Figure 24 is the structural representation of embodiments of the invention 24, and its structure base plate (2) is overhanging to be chosen has bridging piece (19), and the lateral surface of bridging piece (19) is the linear side.
Figure 25 is the structural representation of embodiments of the invention 25, above the following and structure base plate (2) of the upper base (1) in its enclosed cavity (4) reinforcing rib (20) is arranged.
Figure 26 is the structural representation of embodiments of the invention 26, above the following and structure base plate (2) of the upper base (1) in its enclosed cavity (4) intersecting parallels reinforcing rib (20) is arranged.
Figure 27 is the structural representation of embodiments of the invention 27, and stiffening rib (21) is arranged in its enclosed cavity (4).
Figure 28 is the structural representation of embodiments of the invention 28, and the rod member (22,23) of prefabricated formation trussed construction is arranged in its enclosed cavity (4).
Figure 29 is the structural representation of embodiments of the invention 29, is useful on the die cavity member (24) of rod member (22, the 23) usefulness of cast-in-place moulding trussed construction in its enclosed cavity (4).
Figure 30 is the structural representation of embodiments of the invention 30, and embedded bar (25) is arranged in its reinforcing rib (20).
Figure 31 is the structural representation of embodiments of the invention 31, and embedded bar (25) is arranged in its stiffening rib (21).
Figure 32 is the structural representation of embodiments of the invention 32, and its prefabricated rod member has embedded bar (25) in (22,23).
Figure 33 is the structural representation of embodiments of the invention 33, in its prefabricated rod member (23) dew muscle (26) is arranged.
Figure 34 is the structural representation of embodiments of the invention 34, and its stiffening rib (21) is reserved with the joint (27) of reinforcing bar (25).
Figure 35 is the structural representation of embodiments of the invention 35, and steel mesh reinforcement (28) is arranged in its stiffening rib (21), and dew net (30) is arranged.
Figure 36 is the structural representation of embodiments of the invention 36, and gauze wire cloth (29) is arranged in its stiffening rib (21), and dew net (30) is arranged.
Figure 37 is the structural representation of embodiments of the invention 37, and gauze wire cloth (29) is arranged in its stiffening rib (21), and the joint (31) of gauze wire cloth (29) is arranged.
Figure 38 is the structural representation of embodiments of the invention 38, the drag hook type locating structure (32) that its structure base plate (2) has the connection template to use.
Figure 39 is the structural representation of embodiments of the invention 39, the draw-ring type locating structure (32) that its structure base plate (2) has the connection template to use.
Figure 40 is the structural representation of embodiments of the invention 40, and its enclosed cavity all is filled with expanded perlite in (4).
Figure 41 is the structural representation of embodiments of the invention 41, and the inner face of the sidewall (3) in its enclosed cavity (4) and the lower part of upper base (1) are bonded with foaming light concrete.
Figure 42 is the structural representation of embodiments of the invention 42, and the profile of its formwork structural element is a hexagon.
Figure 43 is the structural representation of embodiments of the invention 43, and the appearance and size of its formwork structural element from left to right becomes big gradually by little, and the thickness of slab of structure base plate (2) is by diminishing greatly gradually.
(5) embodiment
The present invention is further illustrated below in conjunction with drawings and Examples.
The present invention as shown in drawings, include upper base (1), go to the bottom (2), sidewall (3), upper base (1), go to the bottom (2) and all around sidewall (3) constitute enclosed cavity (4), it is characterized in that at least one sidewall (3), also including the module (5) of at least one protrusion.Module (5) is arranged on sidewall (3) as shown in Figure 1.
Feature of the present invention is that also at least one die cavity (6,7) is arranged between the module (5).Fig. 1 is for there being the die cavity (6) that is made of module (5) and sidewall (3) on sidewall (3); Fig. 2 is for there being the die cavity (6,7) that is made of module (5) and sidewall (3) on sidewall (3); Fig. 3 is for there being the die cavity (6,7) that is made of module (5) and sidewall (3) on sidewall (3); Fig. 4 is for there being the die cavity (6) that is made of the sidewall (3) on module (5) and the module (5) on the sidewall (3); Fig. 5 is for there being the die cavity (6) that is made of module (5) on sidewall (3); Fig. 6 is for there being the die cavity (6) that is made of module (5) on sidewall (3).Fig. 7 is for only having the module (5) and the die cavity (6) of protrusion in the one side of formwork structural element; Fig. 8 is for having the module (5) and the die cavity (6,7) of protrusion in the adjacent two sides of formwork structural element.
Feature of the present invention is that also module (5) is for hollow or solid.As Fig. 1, Fig. 4, Fig. 5, module (5) shown in Figure 9 is hollow, and Fig. 6, module shown in Figure 10 are solid.
Feature of the present invention is that also module (5) is Prefabricated block (5).
Feature of the present invention also is being connected to that screw is connected or pre-buried weldment connects or bonding adhesive connects or bayonet socket connects or Prefabricated block (5) being sticked on not the sidewall of setting and harden (3) is gone up and sidewall (3) gluing connects as one between module (5) and the sidewall (3).As being connected to that pre-buried weldment is connected or bonding adhesive connects or bayonet socket connects or the sidewall (3) that module (5) is bonded in last setting and harden being gone up and sidewall (3) gluing connects as one between the module among Fig. 5, Fig. 6, Fig. 9, Figure 10 (5) and the sidewall (3).
Feature of the present invention is that also module (5) is directly to be protruded by sidewall (3) global formation when prefabricated and constitute.Module among Fig. 1, Fig. 4 (5) is directly to be protruded by sidewall (3) global formation when prefabricated to constitute.
Feature of the present invention is that also the cross sectional shape of die cavity (6,7) is square, circular, oval or other shape.Cross sectional shape as the die cavity (6,7) of Fig. 1, Fig. 2, Fig. 3, Fig. 4 etc. is square, and the cross sectional shape of the die cavity of Figure 11 (6,7) is oval.
Feature of the present invention is that also upper and lower mouthful of die cavity (6,7) is horn mouth.Figure 12 is that upper and lower mouthful of die cavity (6,7) is horn mouth.
Feature of the present invention also is in the die cavity (6,7) concrete or steel bar concrete or prestressed reinforced concrete are arranged, and forms the stick (8,9) of concrete or steel bar concrete or prestressed reinforced concrete respectively.Figure 13 has concrete in the die cavity (6); Figure 14 has concrete in the die cavity (7); Figure 15 has concrete in the die cavity (6,7); Figure 16 has steel bar concrete in the die cavity (6,7).
Feature of the present invention is that also steel bar concrete stick (8,9) or the reinforcing bar among both (10) have dew muscle (11) or be reserved with the joint (12) of reinforcing bar (10).Figure 17 is that the reinforcing bar (10) in the steel bar concrete stick (8,9) has dew muscle (11); Figure 18 is the joint (12) that the reinforcing bar (10) in the steel bar concrete stick (8,9) is reserved with reinforcing bar (10).
Feature of the present invention also is to go to the bottom (2) for the structure base plate, its thickness ratio upper base (1) thickness of slab and sidewall (3) wall thickness is big all around.As Fig. 1, Fig. 4, Fig. 5, shown in Figure 6.
Feature of the present invention is that also structure base plate (2) has reinforcing bar (13), steel mesh reinforcement (14) or gauze wire cloth (15).Figure 19 has reinforcing bar (13) for structure base plate (2); Figure 20 has steel mesh reinforcement (14) or gauze wire cloth (15) for structure base plate (2).
Feature of the present invention is that also reinforcing bar (13), steel mesh reinforcement (14) or the gauze wire cloth (15) in the structure base plate (2) has dew muscle (16) or reveal net (17), perhaps reveals the joint (18) of muscle (16), dew net (17).Figure 21 has dew muscle (16) for structure base plate (2); Figure 22 has dew net (17) for structure base plate (2); Figure 23 has dew muscle (16) for structure base plate (2) or reveals the joint (18) of net (17).
Feature of the present invention also be structure base plate (2) overhanging choose bridging piece is arranged (19), the lateral surface of bridging piece (19) is linear side or shaped form side.Figure 24 chooses for structure base plate (2) is overhanging has bridging piece (19), and the lateral surface of bridging piece (19) is the linear side.
Feature of the present invention is that also each inner surface in the enclosed cavity (4) has reinforcing rib (20).Feature of the present invention is that also stiffening rib (21) is arranged in the enclosed cavity (4).Feature of the present invention also is to have in the enclosed cavity (4) rod member (22,23) of prefabricated formation chi structure.Feature of the present invention also is to be useful in the enclosed cavity (4) the die cavity member (24) of rod member (22, the 23) usefulness of cast-in-place moulding chi structure.Figure 25 be the upper base (1) in the enclosed cavity (4) following and structure base plate (2) above reinforcing rib (20) is arranged; Figure 26 be the upper base (1) in the enclosed cavity (4) following and structure base plate (2) above intersecting parallels reinforcing rib (20) is arranged; Figure 27 has stiffening rib (21) in the enclosed cavity (4); Figure 28 is the rod member (22,23) that prefabricated formation chi structure is arranged in the enclosed cavity (4); Figure 29 is the die cavity member (24) that is useful on rod member (22, the 23) usefulness of cast-in-place moulding chi structure in the enclosed cavity (4).
Feature of the present invention also is in reinforcing rib (20) or stiffening rib (21) or the prefabricated rod member (22,23) embedded bar (25) is arranged.Figure 30 has embedded bar (25) in the reinforcing rib (20); Figure 31 has embedded bar (25) in the stiffening rib (21); Figure 32 has embedded bar (25) in the prefabricated rod member (22,23).
Feature of the present invention is that also pre-buried reinforcing bar (25) has dew muscle (26) or is reserved with the joint (27) of reinforcing bar (25).Figure 33 has dew muscle (26) in the prefabricated rod member (23); Figure 34 is the joint (27) that stiffening rib (21) is reserved with reinforcing bar (25).
Feature of the present invention is that also pre-buried steel mesh reinforcement (28) or gauze wire cloth (29) are arranged in the stiffening rib (21).
Feature of the present invention is that also steel mesh reinforcement (28) or the gauze wire cloth (29) in the stiffening rib (21) has dew net (30) or be reserved with steel mesh reinforcement (28) or the joint (31) of gauze wire cloth (29).Figure 35 has steel mesh reinforcement (28) in the stiffening rib (21), and dew net (30) is arranged; Figure 36 has gauze wire cloth (29) in the stiffening rib (21), and dew net (30) is arranged; Figure 37 has gauze wire cloth (29) in the stiffening rib (21), and the joint (31) of gauze wire cloth (29) is arranged.
Feature of the present invention also is the tension locating structure (32) that structure base plate (2) has the connection template to use, and locating structure (32) is drag hook, draw ring, lacing wire, iron wire or other device.Figure 38 connects the drag hook type locating structure (32) that template is used for structure base plate (2) has; Figure 39 connects the draw-ring type locating structure (32) that template is used for structure base plate (2) has.
Feature of the present invention also is in upper base (1), sidewall (3), structure base plate (2) or the module (5) the enhancing carcass is arranged, strengthening carcass is silk, muscle slender member, or the cloth and the net of silk, muscle slender member braiding or weaving, or the gluing cloth of nonwoven, net, or combination 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 or muscle bundle is variation or indeclinable.
Feature of the present invention also is partly or entirely to fill or be bonded with foamed plastics, expanded perlite, expanded vermiculite, foaming or aerated light concrete, rock wool, mineral wool or glass wool at enclosed cavity (4).Figure 40 all is filled with expanded perlite in the enclosed cavity (4); Figure 41 is that the inner face of the sidewall (3) in the enclosed cavity (4) and the lower part of upper base (1) are bonded with foaming light concrete.
Feature of the present invention is that also the planar profile of formwork structural element is square, rectangle, hexagon or other shape.The profile of Figure 38, its formwork structural element such as 39 is a rectangle, and Figure 42 is a hexagon for the profile of formwork structural element.
Feature of the present invention is that also it is to become big gradually by little that the appearance and size of formwork structural element passes through, and the thickness of slab of its structure base plate (2) is by diminishing greatly gradually.Figure 43 is that the appearance and size of formwork structural element from left to right becomes big gradually by little, and the thickness of slab of structure base plate (2) is by diminishing greatly gradually.This class A of geometric unitA is mainly used in the position near wall, post, beam limit.
Feature of the present invention is that also module (5) is PVC foam-plastic blocks, light-weight foam concrete piece, lightweight wood chip piece or other light material.
Feature of the present invention is that also structure base plate (2) is steel bar concrete, steel mesh reinforcement concrete, gauze wire cloth concrete, polymer steel bar concrete or wire mesh mortar etc., the cementitious materials of upper base (1), sidewall (3) or module (5) 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 structure base plate (2), upper base (1), sidewall (3) or module (5) are made with same material or different materials.
During the invention process, can use steel bar concrete earlier, steel mesh reinforcement concrete or gauze wire cloth concrete are prefabricated into structure base plate (2), formwork is that the fibrous cement paste of cementitious materials is made the upper base of shape (1) as shown in the drawing with alkali slag cement or sulphate aluminium cement then, sidewall (3), the available PVC foam-plastic blocks of module (5) sticks with glue that agent connects or it is sticked on not the sidewall of setting and harden (3) is gone up and sidewall (3) sticks to one, perhaps module (5) is directly protruded by sidewall (3) global formation when prefabricated and is constituted, and so just can form holistic steel bar reinforced floor slab in space structure formwork structural element.
Claims (27)
1, a kind of steel bar reinforced floor slab in space structure formwork structural element, include upper base (1), go to the bottom (2), sidewall (3), upper base (1), go to the bottom (2) and all around sidewall (3) constitute enclosed cavity (4), it is characterized in that at least one sidewall (3), also including the module (5) of at least one protrusion.
2, a kind of steel bar reinforced floor slab in space structure formwork structural element according to claim 1 is characterized in that at least one die cavity (6,7) is arranged between the module (5).
3,, it is characterized in that module (5) is for hollow or solid according to claim 1 or 2 described a kind of steel bar reinforced floor slab in space structure formwork structural element.
4,, it is characterized in that module (5) is Prefabricated block (5) according to claim 1 or 2 described a kind of steel bar reinforced floor slab in space structure formwork structural element.
5, a kind of steel bar reinforced floor slab in space structure formwork structural element according to claim 4 is characterized in that being connected to that screw is connected or pre-buried weldment connects or bonding adhesive connects or bayonet socket connects or Prefabricated block (5) being sticked on not the sidewall of setting and harden (3) is gone up and sidewall (3) gluing connects as one between module (5) and the sidewall (3).
6, a kind of steel bar reinforced floor slab in space structure formwork structural element according to claim 4 is characterized in that module (5) is directly to be protruded by sidewall (3) global formation when prefabricated and constitute.
7, a kind of steel bar reinforced floor slab in space structure formwork structural element according to claim 2, the cross sectional shape that it is characterized in that die cavity (6,7) are square, circular, oval or other shape.
8, a kind of steel bar reinforced floor slab in space structure formwork structural element according to claim 7 is characterized in that upper and lower mouthful of die cavity (6,7) is horn mouth.
9, according to claim 2,7 or 8 described a kind of steel bar reinforced floor slab in space structure formwork structural element, it is characterized in that among die cavity (6,7) or both concrete or steel bar concrete or prestressed reinforced concrete being arranged, form the stick (8,9) of concrete or steel bar concrete or prestressed reinforced concrete respectively.
10, a kind of steel bar reinforced floor slab in space structure formwork structural element according to claim 9 is characterized in that steel bar concrete stick (8,9) or the reinforcing bar among both (10) have dew muscle (11) or be reserved with the joint (12) of reinforcing bar (10).
11, according to claim 1 or 2 described a kind of steel bar reinforced floor slab in space structure formwork structural element, it is characterized in that going to the bottom (2) for the structure base plate, its thickness ratio upper base (2) thickness of slab and sidewall (3) wall thickness is big all around.
12, a kind of steel bar reinforced floor slab in space structure formwork structural element according to claim 11 is characterized in that structure base plate (2) has reinforcing bar (13), steel mesh reinforcement (14) or gauze wire cloth (15).
13, a kind of steel bar reinforced floor slab in space structure formwork structural element according to claim 12, it is characterized in that reinforcing bar (13), steel mesh reinforcement (14) or gauze wire cloth (15) in the structure base plate (2) have dew muscle (16) or reveal net (17), perhaps reveal the joint (18) of muscle (16), dew net (17).
14, a kind of steel bar reinforced floor slab in space structure formwork structural element according to claim 13, it is characterized in that structure base plate (2) overhanging choose bridging piece is arranged (19), the lateral surface of bridging piece (19) is linear side or shaped form side.
15, a kind of steel bar reinforced floor slab in space structure formwork structural element according to claim 1 is characterized in that each inner surface in the enclosed cavity (4) has reinforcing rib (20).
16, a kind of steel bar reinforced floor slab in space structure formwork structural element according to claim 1 is characterized in that stiffening rib (21) is arranged in the enclosed cavity (4).
17, a kind of steel bar reinforced floor slab in space structure formwork structural element according to claim 1 is characterized in that having in the enclosed cavity (4) rod member (22,23) of prefabricated formation chi structure.
18, a kind of steel bar reinforced floor slab in space structure formwork structural element according to claim 1 is characterized in that being useful in the enclosed cavity (4) the die cavity member (24) of rod member (22, the 23) usefulness of cast-in-place moulding chi structure.
19,, it is characterized in that in reinforcing rib (20) or stiffening rib (21) or the prefabricated rod member (22,23) embedded bar (25) being arranged according to claim 15,16 or 17 described a kind of steel bar reinforced floor slab in space structure formwork structural element.
20, a kind of steel bar reinforced floor slab in space structure formwork structural element according to claim 19 is characterized in that pre-buried reinforcing bar (25) has dew muscle (26) or is reserved with the joint (27) of reinforcing bar (25).
21, a kind of steel bar reinforced floor slab in space structure formwork structural element according to claim 19 is characterized in that pre-buried steel mesh reinforcement (28) or gauze wire cloth (29) are arranged in the stiffening rib (21).
22, a kind of steel bar reinforced floor slab in space structure formwork structural element according to claim 21 is characterized in that steel mesh reinforcement (28) or the gauze wire cloth (29) in the stiffening rib (21) has dew net (30) or be reserved with steel mesh reinforcement (28) or the joint (31) of gauze wire cloth (29).
23, a kind of steel bar reinforced floor slab in space structure formwork structural element according to claim 11, it is characterized in that the tension locating structure (32) that structure base plate (2) has the connection template to use, locating structure (32) is drag hook, draw ring, lacing wire, iron wire or other device.
24, according to claim 1 or 2 described a kind of steel bar reinforced floor slab in space structure formwork structural element, it is characterized in that in upper base (1), sidewall (3), structure base plate (2) or the module (5) the enhancing carcass being arranged, 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.
25, according to claim 1 or 2 described a kind of steel bar reinforced floor slab in space structure formwork structural element, it is characterized in that partly or entirely filling or be bonded with foamed plastics, expanded perlite, expanded vermiculite, foaming or aerated light concrete, rock wool, mineral wool or glass wool at enclosed cavity (4).
26,, it is characterized in that the planar profile of formwork structural element is square, rectangle, hexagon or other shape according to claim 1 or 2 described a kind of steel bar reinforced floor slab in space structure formwork structural element.
27, according to claim 1 or 2 described a kind of steel bar reinforced floor slab in space structure formwork structural element, it is to become big gradually by little that the appearance and size that it is characterized in that the formwork structural element passes through, and the thickness of slab of its structure base plate (2) is by diminishing greatly gradually.
Priority Applications (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 01139997 CN1112491C (en) | 2001-11-23 | 2001-11-23 | Formwork structural member for steel bar reinforced floor slab in space structure |
| PCT/CN2002/000840 WO2003050363A1 (en) | 2001-11-23 | 2002-11-22 | An mould element for making a reinforced concrete floor of space structure |
| AU2002349750A AU2002349750A1 (en) | 2001-11-23 | 2002-11-22 | An mould element for making a reinforced concrete floor of space structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 01139997 CN1112491C (en) | 2001-11-23 | 2001-11-23 | Formwork structural member for steel bar reinforced floor slab in space structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1348044A CN1348044A (en) | 2002-05-08 |
| CN1112491C true CN1112491C (en) | 2003-06-25 |
Family
ID=4675586
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 01139997 Expired - Fee Related CN1112491C (en) | 2001-11-23 | 2001-11-23 | Formwork structural member for steel bar reinforced floor slab in space structure |
Country Status (3)
| Country | Link |
|---|---|
| CN (1) | CN1112491C (en) |
| AU (1) | AU2002349750A1 (en) |
| WO (1) | WO2003050363A1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100393968C (en) * | 2003-06-30 | 2008-06-11 | 邱则有 | Thin wall mould component |
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| CN100408785C (en) * | 2002-10-05 | 2008-08-06 | 邱则有 | Thin-walled shuttering member for concrete hollow member |
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| CN100419181C (en) * | 2002-10-05 | 2008-09-17 | 邱则有 | Thin-walled shuttering member for concrete hollow member |
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| CN100467804C (en) * | 2003-05-06 | 2009-03-11 | 邱则有 | Light base for cast-in-place steel reinforced concrete hollow slab |
| CN100381663C (en) * | 2003-05-26 | 2008-04-16 | 邱则有 | Hollow component |
| CN100396864C (en) * | 2003-07-28 | 2008-06-25 | 邱则有 | Cavity member for cast-in-situ concrete forming |
| CN100408789C (en) * | 2003-07-28 | 2008-08-06 | 邱则有 | Hollow Member for cast-in-situ concrete forming |
| CN101037879B (en) * | 2003-07-29 | 2012-07-04 | 湖南邱则有专利战略策划有限公司 | Cavity member used for cast-in-situ concrete molding |
| CN1293267C (en) * | 2003-07-29 | 2007-01-03 | 邱则有 | Cavity structural member for cast-in-place concrete moulding |
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| CN1896411B (en) * | 2003-09-15 | 2011-10-05 | 湖南邱则有专利战略策划有限公司 | Cavity moulding-shell construction member |
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| CN1727151B (en) * | 2004-07-28 | 2012-10-10 | 邱则有 | Die in user for molding component of concrete filled double thin wall |
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| CN101319562B (en) * | 2004-08-26 | 2011-08-03 | 湖南邱则有专利战略策划有限公司 | Hollow mold for filling cast-in-place concrete |
| CN101319563B (en) * | 2004-08-26 | 2011-12-21 | 湖南邱则有专利战略策划有限公司 | Hollow carcass for cast-in-situ concrete filling |
| CN101324138B (en) * | 2004-09-02 | 2011-11-16 | 湖南邱则有专利战略策划有限公司 | Hollow carcass for cast-in-situ concrete filling |
| CN102312510A (en) * | 2010-06-29 | 2012-01-11 | 湖南华廷筑邦建材有限公司 | Prefabricated product for net rib board |
| CN107605153A (en) * | 2017-09-28 | 2018-01-19 | 贵州皆盈科技开发有限公司 | A kind of close rib structure building block system mould and its construction method |
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| US4272230A (en) * | 1975-09-05 | 1981-06-09 | Solai Vignola Di Faviani Orlando Ec Societa | Slip form for building components |
| FR2452555A2 (en) * | 1979-03-27 | 1980-10-24 | Cerib | Insulating panels for concrete floor beams - have beams cast on insulation panels with hollow spacer beams |
| GB2085502A (en) * | 1980-01-22 | 1982-04-28 | Transfloors Pty Ltd | Building units for forming permanent formwork |
| FR2494624A1 (en) * | 1980-11-27 | 1982-05-28 | Bulte Jacques | Mould for casting beam or slab profiles with undercut edges - having mould sidewalls which can tilt outwards |
| EP0062687B1 (en) * | 1981-04-14 | 1984-07-18 | Carl, Heinz, Ing.grad. | Partly prefabricated ribbed floor element |
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| FR2660952B1 (en) * | 1990-04-17 | 1993-09-03 | Ibse | PREFABRICATED ELEMENTS FOR THE PRODUCTION OF A SLAB AND SLAB OBTAINED FROM THESE ELEMENTS. |
| CH680460A5 (en) * | 1990-11-08 | 1992-08-31 | Gerard Bellac | |
| NL1003858C2 (en) * | 1996-08-22 | 1998-02-26 | Beton Son Bv | Wing floor element made of concrete. |
| CN2401626Y (en) * | 1999-11-29 | 2000-10-18 | 邱则有 | Reinforced fiber thin-wall cylinder for in-stu concrete filling |
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2001
- 2001-11-23 CN CN 01139997 patent/CN1112491C/en not_active Expired - Fee Related
-
2002
- 2002-11-22 AU AU2002349750A patent/AU2002349750A1/en not_active Abandoned
- 2002-11-22 WO PCT/CN2002/000840 patent/WO2003050363A1/en not_active Application Discontinuation
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100393968C (en) * | 2003-06-30 | 2008-06-11 | 邱则有 | Thin wall mould component |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1348044A (en) | 2002-05-08 |
| AU2002349750A1 (en) | 2003-06-23 |
| WO2003050363A1 (en) | 2003-06-19 |
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