CN1415817A - Shuttering structural piece with reinforcing ribs - Google Patents
Shuttering structural piece with reinforcing ribs Download PDFInfo
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- CN1415817A CN1415817A CN 02154452 CN02154452A CN1415817A CN 1415817 A CN1415817 A CN 1415817A CN 02154452 CN02154452 CN 02154452 CN 02154452 A CN02154452 A CN 02154452A CN 1415817 A CN1415817 A CN 1415817A
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- stiffening rib
- thin plate
- sidewall
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- rod member
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Abstract
A stiffened rib formwork component includes top plate, surrounding plate, bottom, stiffened rib, the top plate, surrounding sidewall and bottom form a sealed cavity with the stiffened rib in it, characterizing in thin plates at both sides of the stiffened rib, one or more bars between the thin plates of both sides connecting with the bar to make up a compound stiffened rib with outer thin plate and inner bar, which makes the formwork component of high intensity, good stress and transfor, light in weight, and suitable for hollow structure of building covers or walls and roads or bridges in industrial or civil use.
Description
(1) technical field
The present invention relates to a kind of stiffening rib shuttering member, be applicable to the hollow-core construction of hollow building (room) lid, hollow wall and the road and bridge of industry and civilian construction.
(2) background technology
At present, the most of precast hollow slab that adopts of the building of brick mix structure and concrete structure is as floor structure, and this floor structure has characteristics such as speed of application is fast, 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.As the dense rib type superstructure, normally utilize detachable full-plastic formwork to carry out the concrete cast, treat again formwork to be removed behind the concrete coagulation forming, though the building cover structure of moulding can alleviate deadweight like this, but also have the following disadvantages: 1, influence the floor shaping performance behind the form removal, easily produce slight crack as superstructure top, the following of floor structure is not complete plane; 2, need furred ceiling to remedy in some occasion, operation is many, the construction trouble, and the cycle is long, and is time-consuming bothersome; 3, construction costs height: use though formwork is pulled down turnover, each every depreciation cost reaches more than 120 yuan, and can only use 4-6 time; Again furred ceiling, plaster, it is bigger to pay wages.In order to overcome above-mentioned deficiency, the Yu Shaohua of Tianjin has applied for that on March 20th, 1993 patent No. is that ZL93206310.1, name are called the utility model patent of " shuttering member ", it comprises upper plate, go to the bottom, sidewall on every side, upper plate, go to the bottom, sidewall surrounds enclosed cavity on every side, in enclosed cavity, be provided with stiffening rib, and adopt rapid setting cement alkali resistant glass fiber (GRC) or magnesium chloride GRC or do not have the manufacturing of sand ﹠ ceramsite cement.In construction, this kind shuttering member is placed on the supporter of floor gap, reserves the certain clearance space between shuttering member, arrange reinforcing bar, and pour into a mould with concrete, the very smooth integral cover structure of upper and lower surface.Shuttering member be internal mold be again to fill supporting member, construction very saves trouble, easy, stiffening rib in the shuttering member has check configuration, cross structure, intersecting parallels structure, can also be other arranged form, to increase the integrated support intensity of shuttering member.But the stiffening rib in this kind shuttering member does not consider to participate in the stressed and power transmission of integral cover, if consider to participate in stressed and power transmission, then stiffening rib certainly will size be done greatlyyer, cause shuttering member Heavy Weight, high material consumption, the high deficiency of cost, for this reason, develop a kind of novel stiffening rib shuttering member for being badly in need of.
(3) summary of the invention
The object of the present invention is to provide a kind of stiffening rib shuttering member, have characteristics such as intensity height, stressed transmission force property is good, in light weight, material consumption is little, cost is low.
Solution of the present invention is on the prior art basis, comprise upper plate, on every side sidewall, go to the bottom, stiffening rib, upper plate, on every side sidewall, going to the bottom surrounds enclosed cavity, stiffening rib is positioned at cavity, the both sides that it is characterized in that stiffening rib are thin plate, rod member more than at least one is arranged between the thin plate of both sides, and both sides thin plate and rod member link the compound stiffening rib that constitutes clamping bar spare in the outer thin plate.Like this, because stiffening rib is made the compound stiffening rib of the interior clamping bar spare of outer thin plate, thereby shuttering member has characteristics such as intensity height, stressed transmission force property is good, in light weight, material consumption is little, cost is low, thereby reached purpose of the present invention.Simultaneously, member also has characteristics such as making is simple, construction is saved trouble, easy.Be applicable to the hollow-core construction of hollow building (room) lid, hollow wall and the bridge of industry and civilian construction.
Feature of the present invention also is parallel to each other between the described rod member, crossing or grade separation or their combination.Like this, can design according to actual conditions, convenient production reduced and produced and construction cost.
Feature of the present invention is that also described rod member is the rib of leg-of-mutton truss.Like this, the stressed and transmission force property of compound stiffening rib is better.
Feature of the present invention is that also described both sides thin plate is a metal sheet.Like this, can be decided according to the actual requirements, help reducing and produce and construction cost.
Feature of the present invention is that also described both sides thin plate is cement fibrolite plate, cement expanded sheet metal or Cement fibre expanded sheet metal.Like this, can design according to actual needs, help reducing and produce and construction cost.
Feature of the present invention also is to have in the described thin plate at least one to strengthen ribbon.Like this, the intensity of thin plate is higher, under same strength condition, can reduce gauge of sheet, saves raw material, reduces cost.Strengthening ribbon can adopt metal, nonmetal or organic matter or them to be composited.As steel ribbon, organic braid band etc.
Feature of the present invention also be upper plate, on every side sidewall, go to the bottom, be provided with reinforcing rib in the stiffening rib at least one.Like this, the intensity and the rigidity of shuttering member are bigger, participate in stressed better with performance power transmission.
Feature of the present invention is that also described rod member is the opening or the hollow stem of remaining silent.Like this, because rod member is a hollow stem, then the weight of shuttering member is lighter.If the open hollow bar, when construction, Cast-in-place concrete can enter in the hollow stem smoothly, forms coupled pole, and like this, build-in is more firm mutually between shuttering member and the Cast-in-place concrete, and the globality of its hollow building cover is better.
Feature of the present invention also is to have in the open hollow bar reinforcement ribbon or reinforcing bar.Like this, the coupled pole intensity that Cast-in-place concrete enters formation in the hollow stem is higher, and the globality of its hollow building cover is better, and is stressed better with transmission force property.
Feature of the present invention is that also thin plate is more than three layers, and rod member is more than two layers, the alternate each other setting of thin plate and rod member.Like this, the intensity and the rigidity of compound stiffening rib are higher, and is stressed better with transmission force property.
Feature of the present invention also is upper plate, sidewall, in going to the bottom at least one are layer structure on every side, layer structure is one deck cementitious slurry one deck cloth or net or steel mesh reinforcement or gauze wire cloth, one deck cementitious slurry layer again, cloth or net or steel mesh reinforcement or gauze wire cloth are at least more than one deck.Like this, the intensity and the rigidity of shuttering member are big, and is whole stressed better with transmission force property.
Feature of the present invention also be upper plate, on every side sidewall, go to the bottom, accompany the reinforcement ribbon in the stiffening rib at least one.Like this, the intensity of shuttering member and rigidity are bigger.Under the condition of same intensity and rigidity, effectively the thickness of attenuate member is saved raw material, reduces production costs.
Feature of the present invention also be upper plate, on every side sidewall, go to the bottom, orientedly in the stiffening rib at least one expose muscle, reveal net, reveal at least one that strengthen in the ribbon.Like this, the bonding between shuttering member and the Cast-in-place concrete is more firm, and the globality of superstructure is better.
Feature of the present invention also is upper plate, in projection, the groove at least one is arranged on every side at least one in the sidewall.Like this, the mutual wedge action between shuttering member and the Cast-in-place concrete is better, and the globality of superstructure is higher.
Feature of the present invention also is to be filled with in the cavity light material.Like this, thermal insulation, the sound insulation value of shuttering member are better, more are applicable to the space structures of thermal insulation, sound isolation requirement.
Feature of the present invention also is to go to the bottom and is provided with the member that is strained and fixed that is connected with lower support.Like this, speed of application is accelerated in the construction of more convenient shuttering member, reduces construction cost.
Feature of the present invention also is to go to the bottom to be provided with and lifts the member of carrying usefulness.Like this, make things convenient for the carrying and the construction of shuttering member, accelerate speed of application, reduce construction cost.
Feature of the present invention also is to go to the bottom and stretches out on every side sidewall and constitute bridging piece, perhaps goes to the bottom from the inside puncture of sidewall angle on every side.Like this, if stretch out bridging piece, the template that can save Cast-in-place concrete rib between the shuttering member reduces construction cost, accelerates speed of application.If interior puncture angle then can form I shape Cast-in-place concrete rib, improve the globality of hollow building cover, improve the mechanical property of superstructure.
Feature of the present invention is that also the stiffening rib shuttering member can be applied to the hollow-core construction of hollow building cover or hollow wall or bridge.
A kind of stiffening rib shuttering member that is applied to hollow building cover, comprise upper plate, on every side sidewall, go to the bottom, stiffening rib, upper plate, on every side sidewall, going to the bottom surrounds enclosed cavity, stiffening rib is positioned at cavity, the both sides that it is characterized in that stiffening rib are thin plate, rod member more than at least one is arranged between the thin plate of both sides, and both sides thin plate and rod member link the compound stiffening rib that constitutes clamping bar spare in the outer thin plate.
A kind of stiffening rib shuttering member that is applied to hollow wall, comprise upper plate, on every side sidewall, go to the bottom, stiffening rib, upper plate, on every side sidewall, going to the bottom surrounds enclosed cavity, stiffening rib is positioned at cavity, the both sides that it is characterized in that stiffening rib are thin plate, rod member more than at least one is arranged between the thin plate of both sides, and both sides thin plate and rod member link the compound stiffening rib that constitutes clamping bar spare in the outer thin plate.
A kind of stiffening rib shuttering member that is applied to the hollow-core construction of bridge, comprise upper plate, on every side sidewall, go to the bottom, stiffening rib, upper plate, on every side sidewall, going to the bottom surrounds enclosed cavity, stiffening rib is positioned at cavity, the both sides that it is characterized in that stiffening rib are thin plate, rod member more than at least one is arranged between the thin plate of both sides, and both sides thin plate and rod member link the compound stiffening rib that constitutes clamping bar spare in the outer thin plate.
A kind of stiffening rib shuttering member that is applied to the hollow-core construction of sole plate, comprise upper plate, on every side sidewall, go to the bottom, stiffening rib, upper plate, on every side sidewall, going to the bottom surrounds enclosed cavity, stiffening rib is positioned at cavity, the both sides that it is characterized in that stiffening rib are thin plate, rod member more than at least one is arranged between the thin plate of both sides, and both sides thin plate and rod member link the compound stiffening rib that constitutes clamping bar spare in the outer thin plate.
A kind of stiffening rib shuttering member that is applied to the hollow-core construction of roof panel, comprise upper plate, on every side sidewall, go to the bottom, stiffening rib, upper plate, on every side sidewall, going to the bottom surrounds enclosed cavity, stiffening rib is positioned at cavity, the both sides that it is characterized in that stiffening rib are thin plate, rod member more than at least one is arranged between the thin plate of both sides, and both sides thin plate and rod member link the compound stiffening rib that constitutes clamping bar spare in the outer thin plate.
(4) description of drawings
Fig. 1 is the structural representation of the embodiment of the invention 1.Among Fig. 1,1 is upper plate, 2 be around sidewall, 3 for going to the bottom, 4 is stiffening rib, 5 is cavity, 6 is thin plate, 7 is rod member, in each accompanying drawing, numbers identically, its explanation is identical.As shown in Figure 1, the both sides of stiffening rib 4 are thin plate 6, and the rod member 7 more than at least one is arranged between both sides thin plate 6, and both sides thin plate 6 links the compound stiffening rib that constitutes clamping bar spare in the outer thin plate with rod member 7.
Fig. 2 is the structural representation of the embodiment of the invention 2, intersects each other between its rod member 7.
Fig. 3 is the structural representation of the embodiment of the invention 3, and its rod member 7 is the rib of leg-of-mutton truss 8.
Fig. 4 is the structural representation of the embodiment of the invention 4, and its rod member 7 is the rib of leg-of-mutton truss 8.
Fig. 5 is the structural representation of the embodiment of the invention 5, and its thin plate 6 is a metal sheet.
Fig. 6 is the structural representation of the embodiment of the invention 6, and its thin plate 6 is the cement expanded sheet metal.
Fig. 7 is the structural representation of the embodiment of the invention 7, has many to strengthen ribbon 9 in its thin plate 6.
Fig. 8 is the structural representation of the embodiment of the invention 8, its upper plate 1, on every side sidewall 2, go to the bottom 3, be provided with reinforcing rib 10 on the stiffening rib 4.
Fig. 9 is the structural representation of the embodiment of the invention 9, and its rod member 7 is the hollow stem of opening.
Figure 10 is the structural representation of the embodiment of the invention 10, and its rod member 7 is the hollow stem of opening.
Figure 11 is the structural representation of the embodiment of the invention 11, in its open hollow bar 7 reinforcing bar 11 is arranged.
Figure 12 is the structural representation of the embodiment of the invention 12, and its thin plate 6 is three layers, and rod member 7 is two layers, alternate each other setting.
Figure 13 is the structural representation of the embodiment of the invention 13, and its upper plate 1, sidewall 2 is one deck cementitious matter one deck cloth layer structure 12 of one deck cementitious matter more on every side, and it is gone to the bottom and 3 is one deck cementitious matter one deck steel mesh reinforcement layer structure 12 of one deck cementitious matter again.
Figure 14 is the structural representation of the embodiment of the invention 14, and it goes to the bottom 3, accompany in the stiffening rib 6 and strengthen ribbon 9.
Figure 15 is the structural representation of the embodiment of the invention 15, its 3 oriented muscle 13, dew reinforcement ribbons 9 of exposing of going to the bottom.
Figure 16 is the structural representation of the embodiment of the invention 16, on its upper plate 1 projection 15 is arranged.
Figure 17 is the structural representation of the embodiment of the invention 17, its upper plate 1, on every side in the sidewall 2 fluted 16.
Figure 18 is the structural representation of the embodiment of the invention 18, on the sidewall 2 projection 15 is arranged around it.
Figure 19 is the structural representation of the embodiment of the invention 19, is filled with light material 17 in its cavity 5.
Figure 20 is the structural representation of the embodiment of the invention 20, and it is gone to the bottom and 3 is provided with the member 18 that is strained and fixed that is connected with lower support.
Figure 21 is the structural representation of the embodiment of the invention 21, its 3 members 19 that are provided with lifting carrying usefulness of going to the bottom.
Figure 22 is the structural representation of the embodiment of the invention 22, and it is gone to the bottom and 3 stretches out on every side sidewall 2 and constitute bridging pieces 20.
Figure 23 is the structural representation of the embodiment of the invention 23, and it goes to the bottom 3 from sidewall 2 inside puncture angles 21 on every side.
(5) specific embodiment
The present invention is further illustrated below in conjunction with drawings and Examples.
The present invention as shown in drawings, comprise upper plate 1, on every side sidewall 2, go to the bottom 3, stiffening rib 4, upper plate 1, on every side sidewall 2, going to the bottom 3 surrounds enclosed cavity 5, stiffening rib 4 is positioned at cavity 5, the both sides that it is characterized in that stiffening rib 4 are thin plate 6, rod member 7 more than at least one is arranged between both sides thin plate 6, and both sides thin plate 6 links the compound stiffening rib that constitutes clamping bar spare in the outer thin plate with rod member 7.Fig. 1 is the structural representation of the embodiment of the invention 1.Among Fig. 1,1 is upper plate, 2 be around sidewall, 3 for going to the bottom, 4 is stiffening rib, 5 is cavity, 6 is thin plate, 7 is rod member, in each accompanying drawing, numbers identically, its explanation is identical.As shown in Figure 1, the both sides of stiffening rib 4 are thin plate 6, and the rod member 7 more than at least one is arranged between both sides thin plate 6, and both sides thin plate 6 links the compound stiffening rib that constitutes clamping bar spare in the outer thin plate with rod member 7.
Feature of the present invention also is parallel to each other between the described rod member 7, crossing or grade separation or their combination.Fig. 2 is the structural representation of the embodiment of the invention 2, intersects each other between its rod member 7.
Feature of the present invention is that also described rod member 7 is the rib of leg-of-mutton truss 8.Fig. 3 is the structural representation of the embodiment of the invention 3, and its rod member 7 is the rib of leg-of-mutton truss 8.Fig. 4 is the structural representation of the embodiment of the invention 4, and its rod member 7 is the rib of leg-of-mutton truss 8.
Feature of the present invention is that also described both sides thin plate 6 is metal sheet.Fig. 5 is the structural representation of the embodiment of the invention 5, and its thin plate 6 is a metal sheet.
Feature of the present invention is that also described both sides thin plate 6 is cement fibrolite plate, cement expanded sheet metal or Cement fibre expanded sheet metal.Fig. 6 is the structural representation of the embodiment of the invention 6, and its thin plate 6 is the cement expanded sheet metal.
Feature of the present invention also is to have in the described thin plate 6 at least one to strengthen ribbon 9.Fig. 7 is the structural representation of the embodiment of the invention 7, has many to strengthen ribbon 9 in its thin plate 6.
Feature of the present invention also be upper plate 1, on every side sidewall 2, go to the bottom 3, be provided with reinforcing rib 10 in the stiffening rib 4 at least one.Fig. 8 is the structural representation of the embodiment of the invention 8, its upper plate 1, on every side sidewall 2, go to the bottom 3, be provided with reinforcing rib 10 on the stiffening rib 4.
Feature of the present invention is that also described rod member 7 is the opening or the hollow stem of remaining silent.Fig. 9 is the structural representation of the embodiment of the invention 9, and its rod member 7 is the hollow stem of opening.Figure 10 is the structural representation of the embodiment of the invention 10, and its rod member 7 is the hollow stem of opening.
Feature of the present invention also is to have in the open hollow bar 7 reinforcement ribbon 9 or reinforcing bar 11.Figure 11 is the structural representation of the embodiment of the invention 11, in its open hollow bar 7 reinforcing bar 11 is arranged.
Feature of the present invention is that also thin plate 6 is more than three layers, and rod member 7 is more than two layers, thin plate 6 alternate each other settings with rod member 7.Figure 12 is the structural representation of the embodiment of the invention 12, and its thin plate 6 is three layers, and rod member 7 is two layers, alternate each other setting.
Feature of the present invention also be upper plate 1, on every side sidewall 2, go to the bottom in 3 at least one be layer structure 12, layer structure 12 is one deck cementitious slurry one deck cloth or net or steel mesh reinforcement or gauze wire cloth, one deck cementitious slurry layer again, cloth or net or steel mesh reinforcement or gauze wire cloth are at least more than one deck.Figure 13 is the structural representation of the embodiment of the invention 13, and its upper plate 1, sidewall 2 is one deck cementitious matter one deck cloth layer structure 12 of one deck cementitious matter more on every side, and it is gone to the bottom and 3 is one deck cementitious matter one deck steel mesh reinforcement layer structure 12 of one deck cementitious matter again.
Feature of the present invention also be upper plate 1, on every side sidewall 2, go to the bottom 3, accompany in the stiffening rib 6 at least one and strengthen ribbon 9.Figure 14 is the structural representation of the embodiment of the invention 14, and it goes to the bottom 3, accompany in the stiffening rib 6 and strengthen ribbon 9.
Feature of the present invention also be upper plate 1, on every side sidewall 2, go to the bottom 3, orientedly in the stiffening rib 6 at least one expose muscle 13, reveal net 14, reveal at least one that strengthen in the ribbon 9.Figure 15 is the structural representation of the embodiment of the invention 15, its 3 oriented muscle 13, dew reinforcement ribbons 9 of exposing of going to the bottom.Going to the bottom among Figure 16 3 has and reveals net 14.
Feature of the present invention also is upper plate 1, in projection 15, the groove 16 at least one is arranged on every side at least one in the sidewall 2.Figure 16 is the structural representation of the embodiment of the invention 16, on its upper plate 1 projection 15 is arranged.Figure 17 is the structural representation of the embodiment of the invention 17, its upper plate 1, on every side in the sidewall 2 fluted 16.Figure 18 is the structural representation of the embodiment of the invention 18, on the sidewall 2 projection 15 is arranged around it.
Feature of the present invention also is to be filled with in the cavity 5 light material 17.Figure 19 is the structural representation of the embodiment of the invention 19, is filled with light material 17 in its cavity 5.
Feature of the present invention also is to go to the bottom and 3 is provided with the member 18 that is strained and fixed that is connected with lower support.Figure 20 is the structural representation of the embodiment of the invention 20, and it is gone to the bottom and 3 is provided with the member 18 that is strained and fixed that is connected with lower support.
Feature of the present invention 3 members 19 that are provided with lifting carrying usefulness that also are to go to the bottom.Figure 21 is the structural representation of the embodiment of the invention 21, its 3 members 19 that are provided with lifting carrying usefulness of going to the bottom.
Feature of the present invention also 3 is stretched out on every side sidewall 2 and is constituted bridging pieces 20 going to the bottom, and perhaps goes to the bottom 3 from sidewall 2 inside puncture angles 21 on every side.Figure 22 is the structural representation of the embodiment of the invention 22, and it is gone to the bottom and 3 stretches out on every side sidewall 2 and constitute bridging pieces 20.Figure 23 is the structural representation of the embodiment of the invention 23, and it goes to the bottom 3 from sidewall 2 inside puncture angles 21 on every side.
A kind of stiffening rib shuttering member that is applied to hollow building cover, comprise upper plate 1, on every side sidewall 2, go to the bottom 3, stiffening rib 4, upper plate 1, on every side sidewall 2, going to the bottom 3 surrounds enclosed cavity 5, stiffening rib 4 is positioned at cavity 5, the both sides that it is characterized in that stiffening rib 4 are thin plate 6, rod member 7 more than at least one is arranged between both sides thin plate 6, and both sides thin plate 6 links the compound stiffening rib that constitutes clamping bar spare in the outer thin plate with rod member 7.
A kind of stiffening rib shuttering member that is applied to hollow wall, comprise upper plate 1, on every side sidewall 2, go to the bottom 3, stiffening rib 4, upper plate 1, on every side sidewall 2, going to the bottom 3 surrounds enclosed cavity 5, stiffening rib 4 is positioned at cavity 5, the both sides that it is characterized in that stiffening rib 4 are thin plate 6, rod member 7 more than at least one is arranged between both sides thin plate 6, and both sides thin plate 6 links the compound stiffening rib that constitutes clamping bar spare in the outer thin plate with rod member 7.
A kind of stiffening rib shuttering member that is applied to the hollow-core construction of bridge, comprise upper plate 1, on every side sidewall 2, go to the bottom 3, stiffening rib 4, upper plate 1, on every side sidewall 2, going to the bottom 3 surrounds enclosed cavity 5, stiffening rib 4 is positioned at cavity 5, the both sides that it is characterized in that stiffening rib 4 are thin plate 6, rod member 7 more than at least one is arranged between both sides thin plate 6, and both sides thin plate 6 links the compound stiffening rib that constitutes clamping bar spare in the outer thin plate with rod member 7.
A kind of stiffening rib shuttering member that is applied to the hollow-core construction of sole plate, comprise upper plate 1, on every side sidewall 2, go to the bottom 3, stiffening rib 4, upper plate 1, on every side sidewall 2, going to the bottom 3 surrounds enclosed cavity 5, stiffening rib 4 is positioned at cavity 5, the both sides that it is characterized in that stiffening rib 4 are thin plate 6, rod member 7 more than at least one is arranged between both sides thin plate 6, and both sides thin plate 6 links the compound stiffening rib that constitutes clamping bar spare in the outer thin plate with rod member 7.
A kind of stiffening rib shuttering member that is applied to the hollow-core construction of roof panel, comprise upper plate 1, on every side sidewall 2, go to the bottom 3, stiffening rib 4, upper plate 1, on every side sidewall 2, going to the bottom 3 surrounds enclosed cavity 5, stiffening rib 4 is positioned at cavity 5, the both sides that it is characterized in that stiffening rib 4 are thin plate 6, rod member 7 more than at least one is arranged between both sides thin plate 6, and both sides thin plate 6 links the compound stiffening rib that constitutes clamping bar spare in the outer thin plate with rod member 7.
During the invention process, earlier make a side thin plate 6, make steel bar concrete rod member 7 thereon with the mortar gauze wire cloth, treat setting and harden after, with its and another thin plate 6 of setting and harden compound stiffening rib 4 of formation that bonds not as yet; Then with one deck cement gel ramming material layer of glass fiber fabric again one deck cement gel ramming material make upper plate 1 and sidewall 2 on every side, not during setting and harden, compound stiffening rib 4 is formed integral body with its bonding at it; Make of steel bar concrete again and go to the bottom 3, not during setting and harden, above-mentioned making member and its bonding are formed integral body, can form the stiffening rib shuttering member at it.
Claims (23)
1, a kind of stiffening rib shuttering member, comprise upper plate (1), sidewall (2), go to the bottom (3), stiffening rib (4) on every side, upper plate (1), sidewall (2), go to the bottom (3) surround enclosed cavity (5) on every side, stiffening rib (4) is positioned at cavity (5), the both sides that it is characterized in that stiffening rib (4) are thin plate (6), rod member (7) more than at least one is arranged between both sides thin plate (6), and both sides thin plate (6) links the compound stiffening rib that constitutes clamping bar spare in the outer thin plate with rod member (7).
2, a kind of stiffening rib shuttering member according to claim 1 is characterized in that parallel to each other between the described rod member (7), crossing or grade separation or their combination.
3, according to claim 1 or 2 described a kind of stiffening rib shuttering members, it is characterized in that described rod member (7) is the rib of leg-of-mutton truss (8).
4,, it is characterized in that described both sides thin plates (6) are metal sheet according to claim 1 or 2 described a kind of stiffening rib shuttering members.
5,, it is characterized in that described both sides thin plates (6) are cement fibrolite plate, cement expanded sheet metal or Cement fibre expanded sheet metal according to claim 1 or 2 described a kind of stiffening rib shuttering members.
6,, it is characterized in that having in the described thin plate (6) at least one to strengthen ribbon (9) according to claim 1 or 2 described a kind of stiffening rib shuttering members.
7,, it is characterized in that at upper plate (1), be provided with reinforcing rib (10) at least one in sidewall (2), go to the bottom (3), the stiffening rib (4) on every side according to claim 1 or 2 described a kind of stiffening rib shuttering members.
8,, it is characterized in that described rod member (7) is the opening or the hollow stem of remaining silent according to claim 1 or 2 described a kind of stiffening rib shuttering members.
9, a kind of stiffening rib shuttering member according to claim 8 is characterized in that reinforcement ribbon (9) or reinforcing bar (11) are arranged in the open hollow bar (7).
10, according to claim 1 or 2 described a kind of stiffening rib shuttering members, it is characterized in that thin plate (6) is more than three layers, rod member (7) is more than two layers, the alternate each other setting with rod member (7) of thin plate (6).
11, according to claim 1 or 2 described a kind of stiffening rib shuttering members, it is characterized in that upper plate (1), at least one in sidewall (2), go to the bottom (3) is layer structure (12) on every side, layer structure (12) is one deck cementitious slurry one deck cloth or net or steel mesh reinforcement or gauze wire cloth, one deck cementitious slurry layer again, cloth or net or steel mesh reinforcement or gauze wire cloth are at least more than one deck.
12,, it is characterized in that upper plate (1), accompany at least one in sidewall (2), go to the bottom (3), the stiffening rib (6) and strengthen ribbon (9) on every side according to claim 1 or 2 described a kind of stiffening rib shuttering members.
13,, it is characterized in that upper plate (1), oriented at least one in sidewall (2), go to the bottom (3), the stiffening rib (6) expose muscle (13) on every side, reveal net (14), reveal at least one that strengthen in the ribbon (9) according to claim 1 or 2 described a kind of stiffening rib shuttering members.
14,, it is characterized in that upper plate (1), in projection (15), the groove (16) at least one arranged on every side at least one in the sidewall (2) according to claim 1 or 2 described a kind of stiffening rib shuttering members.
15, according to claim 1 or 2 described a kind of stiffening rib shuttering members, it is characterized in that being filled with in the cavity (5) light material (17).
16, according to claim 1 or 2 described a kind of stiffening rib shuttering members, it is characterized in that going to the bottom (3) are provided with the member that is strained and fixed (18) that is connected with lower support.
17, according to claim 1 or 2 described a kind of stiffening rib shuttering members, it is characterized in that going to the bottom (3) are provided with the member (19) that usefulness is carried in lifting.
18, according to claim 1 or 2 described a kind of stiffening rib shuttering members, it is characterized in that going to the bottom (3) are stretched out on every side sidewall (2) and are constituted bridging piece (20), and perhaps go to the bottom (3) are from the inside puncture angle (21) of sidewall (2) on every side.
19, a kind of stiffening rib shuttering member that is applied to hollow building cover, comprise upper plate (1), sidewall (2), go to the bottom (3), stiffening rib (4) on every side, upper plate (1), sidewall (2), go to the bottom (3) surround enclosed cavity (5) on every side, stiffening rib (4) is positioned at cavity (5), the both sides that it is characterized in that stiffening rib (4) are thin plate (6), rod member (7) more than at least one is arranged between both sides thin plate (6), and both sides thin plate (6) links the compound stiffening rib that constitutes clamping bar spare in the outer thin plate with rod member (7).
20, a kind of stiffening rib shuttering member that is applied to hollow wall, comprise upper plate (1), sidewall (2), go to the bottom (3), stiffening rib (4) on every side, upper plate (1), sidewall (2), go to the bottom (3) surround enclosed cavity (5) on every side, stiffening rib (4) is positioned at cavity (5), the both sides that it is characterized in that stiffening rib (4) are thin plate (6), rod member (7) more than at least one is arranged between both sides thin plate (6), and both sides thin plate (6) links the compound stiffening rib that constitutes clamping bar spare in the outer thin plate with rod member (7).
21, a kind of stiffening rib shuttering member that is applied to the hollow-core construction of bridge, comprise upper plate (1), sidewall (2), go to the bottom (3), stiffening rib (4) on every side, upper plate (1), sidewall (2), go to the bottom (3) surround enclosed cavity (5) on every side, stiffening rib (4) is positioned at cavity (5), the both sides that it is characterized in that stiffening rib (4) are thin plate (6), rod member (7) more than at least one is arranged between both sides thin plate (6), and both sides thin plate (6) links the compound stiffening rib that constitutes clamping bar spare in the outer thin plate with rod member (7).
22, a kind of stiffening rib shuttering member that is applied to the hollow-core construction of sole plate, comprise upper plate (1), sidewall (2), go to the bottom (3), stiffening rib (4) on every side, upper plate (1), sidewall (2), go to the bottom (3) surround enclosed cavity (5) on every side, stiffening rib (4) is positioned at cavity (5), the both sides that it is characterized in that stiffening rib (4) are thin plate (6), rod member (7) more than at least one is arranged between both sides thin plate (6), and both sides thin plate (6) links the compound stiffening rib that constitutes clamping bar spare in the outer thin plate with rod member (7).
23, a kind of stiffening rib shuttering member that is applied to the hollow-core construction of roof panel, comprise upper plate (1), sidewall (2), go to the bottom (3), stiffening rib (4) on every side, upper plate (1), sidewall (2), go to the bottom (3) surround enclosed cavity (5) on every side, stiffening rib (4) is positioned at cavity (5), the both sides that it is characterized in that stiffening rib (4) are thin plate (6), rod member (7) more than at least one is arranged between both sides thin plate (6), and both sides thin plate (6) links the compound stiffening rib that constitutes clamping bar spare in the outer thin plate with rod member (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 02154452 CN1220815C (en) | 2002-12-15 | 2002-12-15 | Shuttering structural piece with reinforcing ribs |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 02154452 CN1220815C (en) | 2002-12-15 | 2002-12-15 | Shuttering structural piece with reinforcing ribs |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1415817A true CN1415817A (en) | 2003-05-07 |
| CN1220815C CN1220815C (en) | 2005-09-28 |
Family
ID=4752478
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 02154452 Expired - Fee Related CN1220815C (en) | 2002-12-15 | 2002-12-15 | Shuttering structural piece with reinforcing ribs |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1220815C (en) |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1296582C (en) * | 2003-10-01 | 2007-01-24 | 邱则有 | Shuttering member |
| CN1329601C (en) * | 2003-10-21 | 2007-08-01 | 邱则有 | Hollow form component |
| CN100342100C (en) * | 2003-10-21 | 2007-10-10 | 邱则有 | Hollow form component |
| CN100362188C (en) * | 2003-10-21 | 2008-01-16 | 邱则有 | Hollow form structural parts |
| CN100396872C (en) * | 2003-12-15 | 2008-06-25 | 邱则有 | A shuttering member |
| CN100458046C (en) * | 2003-10-01 | 2009-02-04 | 邱则有 | Form component |
| CN100564740C (en) * | 2004-12-25 | 2009-12-02 | 邱则有 | A kind of concrete hollow board |
| CN100564741C (en) * | 2004-12-31 | 2009-12-02 | 邱则有 | A kind of concrete hollow board |
| CN101004022B (en) * | 2003-08-04 | 2010-07-28 | 邱则有 | A hollow shuttering component in use for filling in concrete |
| CN101187234B (en) * | 2003-10-21 | 2010-09-01 | 邱则有 | In situ casting concrete hollow building board |
| CN101240603B (en) * | 2003-10-21 | 2011-05-04 | 湖南邱则有专利战略策划有限公司 | Cast-in-situ concrete hollow slab |
| CN104976883A (en) * | 2014-04-09 | 2015-10-14 | 吉林工程技术师范学院 | Air distributing and collecting device of heat-isolation sealing type grain drying tower |
-
2002
- 2002-12-15 CN CN 02154452 patent/CN1220815C/en not_active Expired - Fee Related
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101004022B (en) * | 2003-08-04 | 2010-07-28 | 邱则有 | A hollow shuttering component in use for filling in concrete |
| CN1296582C (en) * | 2003-10-01 | 2007-01-24 | 邱则有 | Shuttering member |
| CN100458046C (en) * | 2003-10-01 | 2009-02-04 | 邱则有 | Form component |
| CN1329601C (en) * | 2003-10-21 | 2007-08-01 | 邱则有 | Hollow form component |
| CN100342100C (en) * | 2003-10-21 | 2007-10-10 | 邱则有 | Hollow form component |
| CN100362188C (en) * | 2003-10-21 | 2008-01-16 | 邱则有 | Hollow form structural parts |
| CN101187234B (en) * | 2003-10-21 | 2010-09-01 | 邱则有 | In situ casting concrete hollow building board |
| CN101240603B (en) * | 2003-10-21 | 2011-05-04 | 湖南邱则有专利战略策划有限公司 | Cast-in-situ concrete hollow slab |
| CN100396872C (en) * | 2003-12-15 | 2008-06-25 | 邱则有 | A shuttering member |
| CN100564740C (en) * | 2004-12-25 | 2009-12-02 | 邱则有 | A kind of concrete hollow board |
| CN100564741C (en) * | 2004-12-31 | 2009-12-02 | 邱则有 | A kind of concrete hollow board |
| CN104976883A (en) * | 2014-04-09 | 2015-10-14 | 吉林工程技术师范学院 | Air distributing and collecting device of heat-isolation sealing type grain drying tower |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1220815C (en) | 2005-09-28 |
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