CN1707050A - Open shutting structural member for concrete filling - Google Patents
Open shutting structural member for concrete filling Download PDFInfo
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- CN1707050A CN1707050A CN 200410155125 CN200410155125A CN1707050A CN 1707050 A CN1707050 A CN 1707050A CN 200410155125 CN200410155125 CN 200410155125 CN 200410155125 A CN200410155125 A CN 200410155125A CN 1707050 A CN1707050 A CN 1707050A
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Abstract
The open-mouthed shuttering member for concrete filling features that the U-groove member includes U-groove and prefabricated end boards or prefabricated middle board. The U-groove wraps three sides of the prefabricated end boards or the prefabricated middle board. There are wadding and adhered seam between the U-groove and the prefabricated end boards or the prefabricated middle board, and reinforcement in at least one of the U-groove and the prefabricated end boards or the prefabricated middle board. The open-mouthed shuttering member has simple production process, low cost, high structure, less deformation and high vibration resistance as well as simple structure, fast construction and other features, and is suitable for in-situ cast and pre-stressed reinforced hollow floor slab, roof, wall, foundation slab and hollow bridge, especially hollow no-beam floor slab.
Description
(1) technical field
The present invention relates to a kind of open shutting structural member for concrete filling.
(2) background technology
The most of precast hollow slab that adopts of the building of brick mix structure and frame construction is as floor structure at present, this floor structure has advantages such as speed of application is fast, cost is low, but owing to firmly do not link between adjacent two precast hollow slabs, only use cement mortar blind, thereby not only globality is poor, be unfavorable for antidetonation, and slit cracking, infiltration often occur, put to no little inconvenience and psychological pressure to resident family.In order to address the above problem, a lot of building have adopted the method for Cast-in-place concrete floor (hollow, solid).Though the Cast-in-place concrete floor has solved antidetonation and problems of crack, when construction, to use a large amount of templates, like this, not only increased expense, and the speed of application that slowed down, prolonged the duration.The patent No. is ZL00203695.9's " combination concrete hidden rib floor structure " utility model patent, it is made up of prefabricated plate, formwork, dark rib, upper plate, each prefabricated plate is horizontal positioned at interval, on prefabricated plate, be fixed with formwork, formwork comprises upper plate and side plate on every side, be provided with dark rib between contiguous prefabricated thin plate or the formwork, upper plate covers on the formwork, and connect as one with dark rib, this kind floor structure no longer needs to use in a large number template, accelerate speed of application, shortened the duration, thereby reduced cost.But because this in the floor structure by upper plate and the square open shutting that surrounds of side plate on every side, be the integral finish formwork of disposal molding, thereby it makes trouble, cost is higher relatively, therefore, develop a kind of novel open shutting structural member for concrete filling for being badly in need of.
(3) summary of the invention
The object of the present invention is to provide a kind of open shutting structural member for concrete filling, have the characteristics such as simple, that cost is low, intensity is high, resistance to deformation, anti-vibration performance are good of producing.
Solution of the present invention is on the basis of existing technology, it is characterized in that described shuttering member is the U-lag member, comprise plate in U-lag, prefabricated transverse groove end plate or the prefabricated transverse groove, three side plate limits of plate in transverse groove end plate that the bonding slip idiosome parcel of U-lag is prefabricated or the prefabricated transverse groove, the adhesive bond seam that idiosome and precast plate are arranged between three side plate limits and the U-lag idiosome contains reinforce at least one of plate in U-lag, prefabricated transverse groove end plate or the prefabricated transverse groove.Like this, because three side plate limits of plate in transverse groove end plate that the bonding slip idiosome of U-lag parcel is prefabricated or the prefabricated transverse groove, the adhesive bond seam that idiosome and precast plate are arranged between three side plate limits and the U-lag idiosome, thereby, when manufacturing, plate can be made standby in advance in transverse groove end plate that it is prefabricated or the prefabricated transverse groove, adopt the molded U-lag of doing of the U-lag that curls that trails then, at U-lag slip idiosome not during setting and harden, with the adhesive bond with it of plate in prefabricated transverse groove end plate or the prefabricated transverse groove, form the adhesive bond seam each other, treat promptly to form integral body behind the setting and harden, it is manufactured simply, cost is low, simultaneously, because U-lag, contain reinforce at least one of plate in prefabricated transverse groove end plate or the prefabricated transverse groove, thereby the intensity height of open shutting structural member, resistance to deformation, the anti-vibration performance is good, thereby has reached purpose of the present invention; In addition, characteristics such as that shuttering member also has is simple in structure, easy construction, speed of application are fast, the hollow building cover, roof system, body of wall, sole plate and the hollow bridges that are applicable to cast-in-situ reinforced concrete or prestressed reinforced concrete are used, and are particularly useful for hollow arch without beam and use.
Feature of the present invention is that also reinforce that plate stretches out in described prefabricated transverse groove end plate or the prefabricated transverse groove reinforce and U-lag stretch out and bonding slip bag are coated with the plate face that is bonded in plate in prefabricated transverse groove end plate or the prefabricated transverse groove, have formed the bag coating.Like this, plate and U-lag reinforce are coated with bonding by bonding slip bag together and form the bag coating in prefabricated transverse groove end plate or the prefabricated transverse groove, after the bonding slip solidifies, strengthened the bonding strength between the plate in U-lag and prefabricated transverse groove end plate or the prefabricated transverse groove greatly, make that it is not more easily separated, ftracture or come off, improved it greatly and linked the globality of reliability and open shutting structural member.
Feature of the present invention is that also reinforce that described U-lag stretches out and the common bag of bonding slip corner are coated with the plate face that is bonded in plate in prefabricated transverse groove end plate or the prefabricated transverse groove, have formed the bag coating.Like this, strengthened the bonding strength between the plate in U-lag and prefabricated transverse groove end plate or the prefabricated transverse groove greatly, made that it is not easily separated, ftracture or come off, improved it and linked the globality of reliability and open shutting structural member; Simultaneously, reinforce that stretches out in the U-lag and bonding slip form the bag coating, and be easy to operate simple, fixes accurately and reliably.
Feature of the present invention is that also the reinforce that stretches out described U-lag termination is coated with the plate face that is bonded in prefabricated transverse groove end plate with the common bag of bonding slip corner, has formed the bag coating.Like this, strengthened the bonding strength between U-lag and the prefabricated transverse groove end plate greatly, made that it is not easily separated, ftracture or come off, improved it and linked the globality of reliability and open shutting structural member; Simultaneously, the reinforce that stretch out the U-lag termination forms the bag coating with the bonding slip, and is easy to operate simple, fixingly played the effect of locator card accurately and reliably, make the U-lag termination can be in U-lag when being subjected to external pressure loose shift.
Feature of the present invention is that also the idiosome of described the U-lag reinforce that stretches out and the slip corner bag that bonds are coated with the biside plate face in the interval that is bonded in plate in the two prefabricated transverse grooves that are provided with at interval, have formed the bag coating.Like this, strengthened the bonding strength between the plate and U-lag in the prefabricated transverse groove greatly, made that it is not easily separated, ftracture or come off, improved it and linked the globality of reliability and open shutting structural member; Simultaneously, stretch out in the idiosome of U-lag reinforce and and the bonding slip form the bag coating, easy to operate simple, fixingly and played the effect of locator card accurately and reliably, make that plate can loose shift when being subjected to external pressure in the prefabricated transverse groove.
Feature of the present invention is that also described bag coating wraps the plate biside plate face in prefabricated transverse groove end plate or the prefabricated transverse groove that is coated in simultaneously.Like this, when the bag coating is wrapped when being coated in prefabricated transverse groove end plate or the prefabricated transverse groove plate biside plate face simultaneously, firmly be fixed on plate in prefabricated transverse groove end plate or the prefabricated transverse groove in the U-lag, plate can fully be played support or the drawknot effect, improved the overall performance of shuttering member.
Feature of the present invention is that also described bag coating bag is coated in the whole plate face of plate in prefabricated transverse groove end plate or the prefabricated transverse groove, has formed the overlapping layers of plate in prefabricated transverse groove end plate or the prefabricated transverse groove.Like this, overlapping layers has improved the strength and stiffness of plate in prefabricated transverse groove end plate or the prefabricated transverse groove greatly, make shuttering member be applied to cast-in-place concrete cored in the time, plate energy participation structure is stressed jointly in prefabricated transverse groove end plate or the prefabricated transverse groove, simultaneously, also increase substantially the bulk strength of shuttering member self, reduced the breakage rate of shuttering member, saved cost.
Feature of the present invention is that also described bag coating is for being interrupted or continuous bag coating.Like this, according to the different needs of shuttering member and the convenience of production, choose reasonable is made the bag coating for being interrupted or continuous shuttering member, has both made things convenient for production, has satisfied actual needs, simultaneously, has also saved the material of bonding slip, has reduced cost.
Feature of the present invention is that also plate exposes reinforce in described prefabricated transverse groove end plate or the prefabricated transverse groove, stretches in the idiosome of U-lag or the surperficial bonding of idiosome.Like this, expose reinforce by plate in prefabricated transverse groove end plate or the prefabricated transverse groove, and the interior or surperficial bonding of idiosome of the idiosome that stretches into U-lag, greatly facilitate the setting of plate in transverse groove end plate prefabricated when manufacturing or the prefabricated transverse groove, randomness and operating flexibility that plate in the transverse groove is provided with the position have been increased, reduce production difficulty and cost of production, improved the overall performance of shuttering member simultaneously.
Feature of the present invention also is the idiosome of the groove idiosome of described U-lag for the multilayer layer structure of Cement fibre net formation.Like this, the wall body structure of the U-lag shuttering member that is built up layer by layer is closely knit, and bond is strong mutually, good integrity, the shock resistance damage capability is strong, when being subjected to big impact, also can not cause large-area comminuted destruction, general can be caused cracking, even caused little destruction hole, do not need to repair yet, just can continue to use, improved the practicality of shuttering member greatly.
Feature of the present invention also is the mixed slurry idiosome that the groove idiosome of described U-lag forms for the cement short fiber.Like this, the mixed slurry idiosome that adopts cement paste and short fiber to form is made U-lag, and slip paves evenly easily, simultaneously, the cement short fiber is uniformly distributed in the slip, makes that each position stress performance of shuttering member is even, has optimized the overall performance of shuttering member greatly.
Feature of the present invention is that also described U-lag is provided with reinforcement, and reinforcement is at least a in reinforcing rib, bracing piece or the stiffening rib.Like this, after shuttering member was applied in the cast-in-situ concrete hollow floor, the reinforcement that is provided with in the shuttering member can form the cast-in-place and prefabricated composite construction that combines with Cast-in-place concrete, had optimized the inner stress system of cast-in-situ concrete hollow floor.
Feature of the present invention is that also plate in described U-lag or prefabricated transverse groove end plate or the prefabricated transverse groove is provided with at least a in the raised line, projection, groove, recessed, through hole.Like this, after shuttering member is applied in the Cast-in-place Concrete Building Floor, the raised line that is provided with on the shuttering member, projection, groove, recessed, through hole can improve the mechanical property of superstructure, the concrete that does not stress in the superstructure is found time, further alleviate the weight of superstructure self, save the consumption of concrete, reduce the cost of superstructure, perhaps make construction more convenient, reduce difficulty of construction.
Feature of the present invention is that also plate in described U-lag or prefabricated transverse groove end plate or the prefabricated transverse groove is provided with at least a in flanging, arc limit, step limit, the chamfering.Like this, after shuttering member was applied in the Cast-in-place Concrete Building Floor, Cast-in-place concrete was in positions such as flanging, arc limit, step limit, chamfering, and the corresponding Cast-in-place concrete that forms the part adds competent structure, has improved the performance of superstructure.
Feature of the present invention is that also plate in described U-lag or prefabricated transverse groove end plate or the prefabricated transverse groove is provided with at least a in connector or the keeper.Connector can be reinforcing bar, steel mesh reinforcement, steel wire, gauze wire cloth, angle steel, channel-section steel, L shaped steel, T-steel, cutting ferrule, bolt, male and female groove, socket component, indention, tongue, groove, bayonet socket, cutting ferrule, hole, embedded iron parts etc.Keeper can be draw ring, drag hook, iron wire, feet, small lugs, little protruding nail or other device.Like this, after shuttering member was applied in the Cast-in-place Concrete Building Floor, the connector that is provided with on the shuttering member can be controlled the distance between the shuttering member effectively, reliably, the width and the height of control Cast-in-place concrete rib, the pouring quality of assurance superstructure internal construction; Keeper can prevent that phenomenons such as shuttering member floats, displacement from producing when building concrete, simultaneously, also can carry out spacingly to reinforcing bar, has guaranteed the pouring quality of superstructure effectively.
Feature of the present invention is that also the plate opening has built on stilts pin keeper or anti-floating to draw keeper in described U-lag or prefabricated transverse groove end plate or the prefabricated transverse groove.Like this, after built on stilts pin keeper or anti-floating are set draw keeper, can effectively control the design attitude of shuttering member in cast-in-situ reinforcing steel bar concrete hollow slab, make the shuttering member displacement of can not floating, fully guarantee cast-in-place concrete cored pouring quality.
Feature of the present invention is that also plate is provided with the carrying part in described U-lag or prefabricated transverse groove end plate or the prefabricated transverse groove.Like this, can very easily shuttering member be piled up, transport, lift and construct, reduce the work difficulty and the working strength of above-mentioned operation, help improving efficiency of construction, reduce construction cost.
Feature of the present invention is that also plate has overlapping layers in described U-lag or prefabricated transverse groove end plate or the prefabricated transverse groove.Like this, owing to be provided with overlapping layers, thereby the making of shuttering member is easier, production efficiency is higher, and cost of production is lower; Simultaneously, the intensity and the rigidity of shuttering member are bigger, pile up, cracky more not in transportation and the construction and installation process; In addition, if the soft overlapping layers of overlapping layers, as light materials such as foamed plastics, expanded perlites, then available hard thing depicts ditch or groove or pit thereon, and the site operation of being convenient to various pipelines is installed.
Feature of the present invention is that also plate has soft or hard layer overlapping layers structure in described U-lag or prefabricated transverse groove end plate or the prefabricated transverse groove.Like this, soft or hard layer overlapping layers structure is arranged in the above-mentioned component and fitting, weakened its fragility greatly, increased the flexibility of shuttering member, be difficult for destroyedly when making it be subjected to impacting, reduced the proportion of goods damageds of shuttering member, saved cost.
Feature of the present invention is that also described reinforce is reinforcing bar, steel wire, steel mesh reinforcement, gauze wire cloth, expanded metal lath, fiber, fleece or cloth, metal foil band, porose thin band, has protruding nail to approach at least a in band, braid over braid or the strap.Like this, the kind of reinforce is many, is convenient to design and the selecting for use of reinforce when manufacturing shuttering member, helps reducing material cost, to satisfy the needs of various different occasions.
Feature of the present invention is that also described bonding slip is cement paste, cement mortar, Cement fibre slurry, polymer water mud.Like this, the variation of binding material pulp material can make shuttering member fully satisfy the needs of various different situations, helps reducing product cost.
Feature of the present invention is that also plate in described prefabricated transverse groove end plate or the prefabricated transverse groove is that cement mortar or cement concrete or its include plate in the groove end plate of reinforce or the groove.Like this, the variation of above-mentioned component and fitting manufacturing materials can be selected material according to the different instructions for uses of shuttering member, fully to satisfy the needs of various different situations, helps reducing product cost.
(4) description of drawings
Fig. 1 is the structural representation of the embodiment of the invention 1.In each accompanying drawing, 1 is U-lag, and 2 is prefabricated transverse groove end plate, and 3 is plate in the prefabricated transverse groove, and 4 is the adhesive bond seam, and 5 is reinforce, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, three side plate limits of plate 3 form the U-shaped open shutting structural member in transverse groove end plate 2 that the bonding slip idiosome parcel of U-lag 1 is prefabricated and the prefabricated transverse groove, the adhesive bond seam 4 that idiosome and precast plate are arranged between its described three side plate limits and U-lag 1 idiosome all contains reinforce 5 in the plate 3 in U-lag 1, prefabricated transverse groove end plate 2 and the prefabricated transverse groove.
Fig. 2 is the structural representation of the embodiment of the invention 2, three side plate limits of the transverse groove end plate 2 that the bonding slip idiosome parcel of U-lag 1 is prefabricated form the U-shaped open shutting structural member, the adhesive bond seam 4 that idiosome and precast plate are arranged between its described three side plate limits and U-lag 1 idiosome all contains reinforce 5 in U-lag 1 and the prefabricated transverse groove end plate 2.
Fig. 3 is the structural representation of the embodiment of the invention 3, the three side plate limits that the bonding slip idiosome of U-lag 1 wraps up plate 3 in the prefabricated transverse groove form the U-shaped open shutting structural member, the adhesive bond seam 4 that idiosome and precast plate are arranged between its described three side plate limits and U-lag 1 idiosome all contains reinforce 5 in the plate 3 in U-lag 1 and the prefabricated transverse groove.
Fig. 4 is the structural representation of the embodiment of the invention 4, three side plate limits of plate 3 form the U-shaped open shutting structural member in transverse groove end plate 2 that the bonding slip idiosome parcel of U-lag 1 is prefabricated and the prefabricated transverse groove, the adhesive bond seam 4 that idiosome and precast plate are arranged between three side plate limits and U-lag 1 idiosome, U-lag 1, contain reinforce 5 in the plate 3 in prefabricated transverse groove end plate 2 and the prefabricated transverse groove, all be extended with reinforce 5 in the plate 3 in its described prefabricated transverse groove end plate 2 and the prefabricated groove, reinforce 5 that stretches out in its reinforce 5 and the U-lag 1 and bonding slip combine bag and are coated with the plate face that is bonded in plate 3 in prefabricated transverse groove end plate 2 and the prefabricated transverse groove, have formed bag coating 6.
Fig. 5 is the structural representation of the embodiment of the invention 5, three side plate limits of plate 3 form the U-shaped open shutting structural member in transverse groove end plate 2 that the bonding slip idiosome parcel of U-lag 1 is prefabricated and the prefabricated transverse groove, the adhesive bond seam 4 that idiosome and precast plate are arranged between three side plate limits and U-lag 1 idiosome, contain reinforce 5 in U-lag 1 and the prefabricated transverse groove end plate 2, reinforce that its described U-lag 1 stretches out 5 and the common bag of bonding slip corner are coated with the plate face that is bonded in plate in prefabricated transverse groove end plate 2 and the prefabricated transverse groove, have formed bag coating 6.
Fig. 6 is the structural representation of the embodiment of the invention 6, three side plate limits of the transverse groove end plate 2 that the bonding slip idiosome parcel of U-lag 1 is prefabricated form the U-shaped open shutting structural member, the adhesive bond seam 4 that idiosome and precast plate are arranged between three side plate limits and U-lag 1 idiosome, contain reinforce 5 in U-lag 1, the prefabricated transverse groove end plate 2, the reinforce 5 that stretch out its described U-lag 1 termination is coated with the plate face that is bonded in prefabricated transverse groove end plate 2 with the common bag of bonding slip corner, has formed bag coating 6.
Fig. 7 is the structural representation of the embodiment of the invention 7, the three side plate limits that the bonding slip idiosome of U-lag 1 wraps up plate 3 in the prefabricated transverse groove form the U-shaped open shutting structural member, the adhesive bond seam 4 that idiosome and precast plate are arranged between three side plate limits and U-lag 1 idiosome, contain reinforce 5 in the U-lag 1, reinforce 5 that the idiosome of its described U-lag 1 stretches out and bonding slip corner bag are coated with the biside plate face in the interval that is bonded in plate 3 in the two prefabricated transverse grooves that are provided with at interval, have formed bag coating 6.
Fig. 8 is the structural representation of the embodiment of the invention 8, three side plate limits of plate 3 form the U-shaped open shutting structural member in transverse groove end plate 2 that the bonding slip idiosome parcel of U-lag 1 is prefabricated and the prefabricated transverse groove, the adhesive bond seam 4 that idiosome and precast plate are arranged between three side plate limits and U-lag 1 idiosome, contain reinforce 5 in U-lag 1 and the prefabricated transverse groove end plate 2, its described bag coating 6 is wrapped the plate 3 biside plate faces in prefabricated transverse groove end plate 2 and the prefabricated transverse groove that are coated in simultaneously.
Fig. 9 is the structural representation of the embodiment of the invention 9, three side plate limits of plate 3 form the U-shaped open shutting structural member in transverse groove end plate 2 that the bonding slip idiosome parcel of U-lag 1 is prefabricated and the prefabricated transverse groove, the adhesive bond seam 4 that idiosome and precast plate are arranged between three side plate limits and U-lag 1 idiosome, contain reinforce 5 in the plate 3 in U-lag 1, prefabricated transverse groove end plate 2 and the prefabricated transverse groove, its described bag coating 6 is for being interrupted the bag coating.
Figure 10 is the structural representation of the embodiment of the invention 10, three side plate limits of plate 3 form the U-shaped open shutting structural member in transverse groove end plate 2 that the bonding slip idiosome parcel of U-lag 1 is prefabricated and the prefabricated transverse groove, the adhesive bond seam 4 that idiosome and precast plate are arranged between three side plate limits and U-lag 1 idiosome, contain reinforce 5 in the plate 3 in U-lag 1, prefabricated transverse groove end plate 2 and the prefabricated transverse groove, plate 3 exposes reinforce 5 in its described prefabricated transverse groove end plate 2 and the prefabricated transverse groove, stretches in the idiosome of U-lag 1.
Figure 11 is the structural representation of the embodiment of the invention 11, three side plate limits of plate 3 form the U-shaped open shutting structural member in transverse groove end plate 2 that the bonding slip idiosome parcel of U-lag 1 is prefabricated and the prefabricated transverse groove, the adhesive bond seam 4 that idiosome and precast plate are arranged between three side plate limits and U-lag 1 idiosome, contain reinforce 5 in the plate 3 in U-lag 1, prefabricated transverse groove end plate 2 and the prefabricated transverse groove, the groove idiosome of its described U-lag 1 is the idiosome of the multilayer layer structure that forms of Cement fibre net.
Figure 12 is the structural representation of the embodiment of the invention 12, three side plate limits of plate 3 form the U-shaped open shutting structural member in transverse groove end plate 2 that the bonding slip idiosome parcel of U-lag 1 is prefabricated and the prefabricated transverse groove, the adhesive bond seam 4 that idiosome and precast plate are arranged between three side plate limits and U-lag 1 idiosome, contain reinforce 5 in U-lag 1 and the prefabricated transverse groove end plate 2, the groove idiosome of its described U-lag 1 is the mixed slurry idiosome that the cement short fiber forms.
Figure 13 is the structural representation of the embodiment of the invention 13, three side plate limits by the prefabricated transverse groove end plate 2 of the bonding slip idiosome parcel of U-lag 1 form the U-lag member, the adhesive bond seam 4 that embryo and precast plate are arranged between three side plate limits and U-lag 1 idiosome, contain reinforce 5 in U-lag 1 and the prefabricated transverse groove end plate 2, its described U-lag 1 is provided with reinforcement 7, and diagram reinforcement 7 is a stiffening rib.
Figure 14 is the structural representation of the embodiment of the invention 14, three side plate limits of plate 3 form the U-shaped open shutting structural member in transverse groove end plate 2 that the bonding slip idiosome parcel of U-lag 1 is prefabricated and the prefabricated transverse groove, the adhesive bond seam 4 that idiosome and precast plate are arranged between three side plate limits and U-lag 1 idiosome, contain reinforce 5 in the prefabricated transverse groove in the plate 3, its described U-lag 1 is provided with reinforcement 7, and diagram reinforcement 7 is reinforcing rib and bracing piece.
Figure 15 is the structural representation of the embodiment of the invention 15, three side plate limits of plate 3 form the U-shaped open shutting structural member in transverse groove end plate 2 that the bonding slip idiosome parcel of U-lag 1 is prefabricated and the prefabricated transverse groove, the adhesive bond seam 4 that idiosome and precast plate are arranged between three side plate limits and U-lag 1 idiosome, contain reinforce 5 in the plate 3 in prefabricated transverse groove end plate 2 and the prefabricated transverse groove, its described U-lag 1 is provided with raised line 8 and projection 9.
Figure 16 is the structural representation of the embodiment of the invention 16, three side plate limits of plate 3 form the U-shaped open shutting structural member in transverse groove end plate 2 that the bonding slip idiosome parcel of U-lag 1 is prefabricated and the prefabricated transverse groove, the adhesive bond seam 4 that idiosome and precast plate are arranged between three side plate limits and U-lag 1 idiosome, contain reinforce 5 in the plate 3 in prefabricated transverse groove end plate 2 and the prefabricated transverse groove, its described U-lag 1 is provided with groove 10, and prefabricated transverse groove end plate is provided with recessed 11 and through hole 12.
Figure 17 is the structural representation of the embodiment of the invention 15, three side plate limits of the transverse groove end plate 2 that the bonding slip idiosome parcel of U-lag 1 is prefabricated form the U-shaped open shutting structural member, the adhesive bond seam 4 that idiosome and precast plate are arranged between three side plate limits and U-lag 1 idiosome, contain reinforce 5 in U-lag 1, the prefabricated transverse groove end plate 2, its described U-lag 1 is provided with step limit 15 and chamfering 16.
Figure 18 is the structural representation of the embodiment of the invention 16, three side plate limits of plate 3 form the U-shaped open shutting structural member in transverse groove end plate 2 that the bonding slip idiosome parcel of U-lag 1 is prefabricated and the prefabricated transverse groove, the adhesive bond seam 4 that idiosome and precast plate are arranged between three side plate limits and U-lag 1 idiosome, contain reinforce 5 in the plate 3 in prefabricated transverse groove end plate 2 and the prefabricated transverse groove, its described U-lag 1 is provided with connector 17 and keeper 18, and prefabricated transverse groove end plate 2 is provided with keeper 18.
Figure 19 is the structural representation of the embodiment of the invention 19, three side plate limits of plate 3 form the U-shaped open shutting structural member in transverse groove end plate 2 that the bonding slip idiosome parcel of U-lag 1 is prefabricated and the prefabricated transverse groove, the adhesive bond seam 4 that idiosome and precast plate are arranged between three side plate limits and U-lag 1 idiosome, contain reinforce 5 in the plate 3 in U-lag 1, prefabricated transverse groove end plate 2 and the prefabricated transverse groove, its described U-lag 1 opening is provided with built on stilts pin keeper 18.
Figure 20 is the structural representation of the embodiment of the invention 20, three side plate limits of plate 3 form the U-shaped open shutting structural member in transverse groove end plate 2 that the bonding slip idiosome parcel of U-lag 1 is prefabricated and the prefabricated transverse groove, the adhesive bond seam 4 that idiosome and precast plate are arranged between three side plate limits and U-lag 1 idiosome, contain reinforce 5 in the plate 3 in U-lag 1, prefabricated transverse groove end plate 2 and the prefabricated transverse groove, its described U-lag 1 is provided with carrying part 19.
Figure 21 is the structural representation of the embodiment of the invention 21, three side plate limits of plate 3 form the U-shaped open shutting structural member in transverse groove end plate 2 that the bonding slip idiosome parcel of U-lag 1 is prefabricated and the prefabricated transverse groove, the adhesive bond seam 4 that idiosome and precast plate are arranged between three side plate limits and U-lag 1 idiosome, contain reinforce 5 in the plate 3 in U-lag 1, prefabricated transverse groove end plate 2 and the prefabricated transverse groove, plate 3 is provided with overlapping layers 20 in its described U-lag 1, prefabricated transverse groove end plate 2 and the prefabricated transverse groove, and diagram overlapping layers 20 is an expanded perlite.
Figure 22 is the structural representation of the embodiment of the invention 22, three side plate limits of plate 3 form the U-shaped open shutting structural member in transverse groove end plate 2 that the bonding slip idiosome parcel of U-lag 1 is prefabricated and the prefabricated transverse groove, the adhesive bond seam 4 that idiosome and precast plate are arranged between three side plate limits and U-lag 1 idiosome, contain reinforce 5 in the U-lag 1, plate 3 has soft or hard layer overlapping layers structure 21 in its described prefabricated transverse groove.
Figure 23 is the structural representation of the embodiment of the invention 23, three side plate limits of plate 3 form the U-shaped open shutting structural member in transverse groove end plate 2 that the bonding slip idiosome parcel of U-lag 1 is prefabricated and the prefabricated transverse groove, the adhesive bond seam 4 that idiosome and precast plate are arranged between three side plate limits and U-lag 1 idiosome, contain reinforce 5 in the plate 3 in U-lag 1, prefabricated transverse groove end plate 2 and the prefabricated transverse groove, its described reinforce 5 is gauze wire cloth, fleece and thin band.
(5) specific embodiment
The present invention is further illustrated below in conjunction with drawings and Examples.
The present invention as shown in drawings, it is characterized in that described shuttering member is the U-lag member, comprise plate 3 in U-lag 1, prefabricated transverse groove end plate 2 or the prefabricated transverse groove, three side plate limits of plate 3 in transverse groove end plate 2 that the bonding slip idiosome parcel of U-lag 1 is prefabricated or the prefabricated transverse groove, the adhesive bond seam 4 that idiosome and precast plate are arranged between three side plate limits and U-lag 1 idiosome contains reinforce 5 at least one of plate 3 in U-lag 1, prefabricated transverse groove end plate 2 or the prefabricated transverse groove.Fig. 1 is the structural representation of the embodiment of the invention 1.In each accompanying drawing, 1 is U-lag, and 2 is prefabricated transverse groove end plate, and 3 is plate in the prefabricated transverse groove, and 4 is the adhesive bond seam, and 5 is reinforce, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, three side plate limits of plate 3 form the U-shaped open shutting structural member in transverse groove end plate 2 that the bonding slip idiosome parcel of U-lag 1 is prefabricated and the prefabricated transverse groove, the adhesive bond seam 4 that idiosome and precast plate are arranged between its described three side plate limits and U-lag 1 idiosome all contains reinforce 5 in the plate 3 in U-lag 1, prefabricated transverse groove end plate 2 and the prefabricated transverse groove.Fig. 2 is the structural representation of the embodiment of the invention 2, three side plate limits of the transverse groove end plate 2 that the bonding slip idiosome parcel of U-lag 1 is prefabricated form the U-shaped open shutting structural member, the adhesive bond seam 4 that idiosome and precast plate are arranged between its described three side plate limits and U-lag 1 idiosome all contains reinforce 5 in U-lag 1 and the prefabricated transverse groove end plate 2.Fig. 3 is the structural representation of the embodiment of the invention 3, the three side plate limits that the bonding slip idiosome of U-lag 1 wraps up plate 3 in the prefabricated transverse groove form the U-shaped open shutting structural member, the adhesive bond seam 4 that idiosome and precast plate are arranged between its described three side plate limits and U-lag 1 idiosome all contains reinforce 5 in the plate 3 in U-lag 1 and the prefabricated transverse groove.
Feature of the present invention is that also reinforce 5 that plate 3 stretches out in described prefabricated transverse groove end plate 2 or the prefabricated transverse groove reinforce 5 and U-lag 1 stretch out and bonding slip bag are coated with the plate face that is bonded in plate 3 in prefabricated transverse groove end plate 2 or the prefabricated transverse groove, have formed bag coating 6.Fig. 4 is the structural representation of the embodiment of the invention 4, three side plate limits of plate 3 form the U-shaped open shutting structural member in transverse groove end plate 2 that the bonding slip idiosome parcel of U-lag 1 is prefabricated and the prefabricated transverse groove, the adhesive bond seam 4 that idiosome and precast plate are arranged between three side plate limits and U-lag 1 idiosome, U-lag 1, contain reinforce 5 in the plate 3 in prefabricated transverse groove end plate 2 and the prefabricated transverse groove, all be extended with reinforce 5 in the plate 3 in its described prefabricated transverse groove end plate 2 and the prefabricated groove, reinforce 5 that stretches out in its reinforce 5 and the U-lag 1 and bonding slip combine bag and are coated with the plate face that is bonded in plate 3 in prefabricated transverse groove end plate 2 and the prefabricated transverse groove, have formed bag coating 6.
Feature of the present invention is that also reinforce 5 that described U-lag 1 stretches out and the common bag of bonding slip corner are coated with the plate face that is bonded in plate 3 in prefabricated transverse groove end plate 2 or the prefabricated transverse groove, have formed bag coating 6.Fig. 5 is the structural representation of the embodiment of the invention 5, three side plate limits of plate 3 form the U-shaped open shutting structural member in transverse groove end plate 2 that the bonding slip idiosome parcel of U-lag 1 is prefabricated and the prefabricated transverse groove, the adhesive bond seam 4 that idiosome and precast plate are arranged between three side plate limits and U-lag 1 idiosome, contain reinforce 5 in U-lag 1 and the prefabricated transverse groove end plate 2, reinforce that its described U-lag 1 stretches out 5 and the common bag of bonding slip corner are coated with the plate face that is bonded in plate in prefabricated transverse groove end plate 2 and the prefabricated transverse groove, have formed bag coating 6.
Feature of the present invention is that also the reinforce 5 that stretches out described U-lag 1 termination is coated with the plate face that is bonded in prefabricated transverse groove end plate 2 with the common bag of bonding slip corner, has formed bag coating 6.Fig. 6 is the structural representation of the embodiment of the invention 6, three side plate limits of the transverse groove end plate 2 that the bonding slip idiosome parcel of U-lag 1 is prefabricated form the U-shaped open shutting structural member, the adhesive bond seam 4 that idiosome and precast plate are arranged between three side plate limits and U-lag 1 idiosome, contain reinforce 5 in U-lag 1, the prefabricated transverse groove end plate 2, the reinforce 5 that stretch out its described U-lag 1 termination is coated with the plate face that is bonded in prefabricated transverse groove end plate 2 with the common bag of bonding slip corner, has formed bag coating 6.
Feature of the present invention is that also the idiosome of described U-lag 1 reinforce 5 that stretches out and the slip corner bag that bonds are coated with the biside plate face in the interval that is bonded in plate 3 in the two prefabricated transverse grooves that are provided with at interval, have formed bag coating 6.Fig. 7 is the structural representation of the embodiment of the invention 7, the three side plate limits that the bonding slip idiosome of U-lag 1 wraps up plate 3 in the prefabricated transverse groove form the U-shaped open shutting structural member, the adhesive bond seam 4 that idiosome and precast plate are arranged between three side plate limits and U-lag 1 idiosome, contain reinforce 5 in the U-lag 1, reinforce 5 that the idiosome of its described U-lag 1 stretches out and bonding slip corner bag are coated with the biside plate face in the interval that is bonded in plate 3 in the two prefabricated transverse grooves that are provided with at interval, have formed bag coating 6.
Feature of the present invention is that also described bag coating 6 wraps the plate 3 biside plate faces in prefabricated transverse groove end plate 2 or the prefabricated transverse groove that are coated in simultaneously.Fig. 8 is the structural representation of the embodiment of the invention 8, three side plate limits of plate 3 form the U-shaped open shutting structural member in transverse groove end plate 2 that the bonding slip idiosome parcel of U-lag 1 is prefabricated and the prefabricated transverse groove, the adhesive bond seam 4 that idiosome and precast plate are arranged between three side plate limits and U-lag 1 idiosome, contain reinforce 5 in U-lag 1 and the prefabricated transverse groove end plate 2, its described bag coating 6 is wrapped the plate 3 biside plate faces in prefabricated transverse groove end plate 2 and the prefabricated transverse groove that are coated in simultaneously.
Feature of the present invention is that also described bag coating 6 bags are coated in the whole plate face of plate 3 in prefabricated transverse groove end plate 2 or the prefabricated transverse groove, has formed the overlapping layers of plate 3 in prefabricated transverse groove end plate 2 or the prefabricated transverse groove.As shown in Figure 8, three side plate limits of plate 3 form the U-shaped open shutting structural member in transverse groove end plate 2 that the bonding slip idiosome parcel of U-lag 1 is prefabricated and the prefabricated transverse groove, the adhesive bond seam 4 that idiosome and precast plate are arranged between three side plate limits and U-lag 1 idiosome, contain reinforce 5 in U-lag 1 and the prefabricated transverse groove end plate 2, its described bag coating 6 bags are coated in the whole plate face of plate 3 in prefabricated transverse groove end plate 2 and the prefabricated transverse groove, have formed the overlapping layers of plate 3 in prefabricated transverse groove end plate 2 and the prefabricated transverse groove.
Feature of the present invention is that also described bag coating 6 is for being interrupted or continuous bag coating.Fig. 9 is the structural representation of the embodiment of the invention 9, three side plate limits of plate 3 form the U-shaped open shutting structural member in transverse groove end plate 2 that the bonding slip idiosome parcel of U-lag 1 is prefabricated and the prefabricated transverse groove, the adhesive bond seam 4 that idiosome and precast plate are arranged between three side plate limits and U-lag 1 idiosome, contain reinforce 5 in the plate 3 in U-lag 1, prefabricated transverse groove end plate 2 and the prefabricated transverse groove, its described bag coating 6 is for being interrupted the bag coating.
Feature of the present invention is that also plate 3 exposes reinforce 5 in described prefabricated transverse groove end plate 2 or the prefabricated transverse groove, stretches in the idiosome of U-lag 1 or the surperficial bonding of idiosome.Figure 10 is the structural representation of the embodiment of the invention 10, three side plate limits of plate 3 form the U-shaped open shutting structural member in transverse groove end plate 2 that the bonding slip idiosome parcel of U-lag 1 is prefabricated and the prefabricated transverse groove, the adhesive bond seam 4 that idiosome and precast plate are arranged between three side plate limits and U-lag 1 idiosome, contain reinforce 5 in the plate 3 in U-lag 1, prefabricated transverse groove end plate 2 and the prefabricated transverse groove, plate 3 exposes reinforce 5 in its described prefabricated transverse groove end plate 2 and the prefabricated transverse groove, stretches in the idiosome of U-lag 1.
Feature of the present invention also is the idiosome of the groove idiosome of described U-lag 1 for the multilayer layer structure of Cement fibre net formation.Figure 11 is the structural representation of the embodiment of the invention 11, three side plate limits of plate 3 form the U-shaped open shutting structural member in transverse groove end plate 2 that the bonding slip idiosome parcel of U-lag 1 is prefabricated and the prefabricated transverse groove, the adhesive bond seam 4 that idiosome and precast plate are arranged between three side plate limits and U-lag 1 idiosome, contain reinforce 5 in the plate 3 in U-lag 1, prefabricated transverse groove end plate 2 and the prefabricated transverse groove, the groove idiosome of its described U-lag 1 is the idiosome of the multilayer layer structure that forms of Cement fibre net.
Feature of the present invention also is the mixed slurry idiosome that the groove idiosome of described U-lag 1 forms for the cement short fiber.Figure 12 is the structural representation of the embodiment of the invention 12, three side plate limits of plate 3 form the U-shaped open shutting structural member in transverse groove end plate 2 that the bonding slip idiosome parcel of U-lag 1 is prefabricated and the prefabricated transverse groove, the adhesive bond seam 4 that idiosome and precast plate are arranged between three side plate limits and U-lag 1 idiosome, contain reinforce 5 in U-lag 1 and the prefabricated transverse groove end plate 2, the groove idiosome of its described U-lag 1 is the mixed slurry idiosome that the cement short fiber forms.
Feature of the present invention is that also described U-lag 1 is provided with reinforcement 7, and reinforcement 7 is at least a in reinforcing rib, bracing piece or the stiffening rib.Figure 13 is the structural representation of the embodiment of the invention 13, three side plate limits by the prefabricated transverse groove end plate 2 of the bonding slip idiosome parcel of U-lag 1 form the U-lag member, the adhesive bond seam 4 that embryo and precast plate are arranged between three side plate limits and U-lag 1 idiosome, contain reinforce 5 in U-lag 1 and the prefabricated transverse groove end plate 2, its described U-lag 1 is provided with reinforcement 7, and diagram reinforcement 7 is a stiffening rib.Figure 14 is the structural representation of the embodiment of the invention 14, three side plate limits of plate 3 form the U-shaped open shutting structural member in transverse groove end plate 2 that the bonding slip idiosome parcel of U-lag 1 is prefabricated and the prefabricated transverse groove, the adhesive bond seam 4 that idiosome and precast plate are arranged between three side plate limits and U-lag 1 idiosome, contain reinforce 5 in the prefabricated transverse groove in the plate 3, its described U-lag 1 is provided with reinforcement 7, and diagram reinforcement 7 is reinforcing rib and bracing piece.
Feature of the present invention is that also plate 3 in described U-lag 1 or prefabricated transverse groove end plate 2 or the prefabricated transverse groove is provided with at least a in the raised line 8, projection 9, groove 10, recessed 11, through hole 12.Figure 15 is the structural representation of the embodiment of the invention 15, three side plate limits of plate 3 form the U-shaped open shutting structural member in transverse groove end plate 2 that the bonding slip idiosome parcel of U-lag 1 is prefabricated and the prefabricated transverse groove, the adhesive bond seam 4 that idiosome and precast plate are arranged between three side plate limits and U-lag 1 idiosome, contain reinforce 5 in the plate 3 in prefabricated transverse groove end plate 2 and the prefabricated transverse groove, its described U-lag 1 is provided with raised line 8 and projection 9.Figure 16 is the structural representation of the embodiment of the invention 16, three side plate limits of plate 3 form the U-shaped open shutting structural member in transverse groove end plate 2 that the bonding slip idiosome parcel of U-lag 1 is prefabricated and the prefabricated transverse groove, the adhesive bond seam 4 that idiosome and precast plate are arranged between three side plate limits and U-lag 1 idiosome, contain reinforce 5 in the plate 3 in prefabricated transverse groove end plate 2 and the prefabricated transverse groove, its described U-lag 1 is provided with groove 10, and prefabricated transverse groove end plate is provided with recessed 11 and through hole 12.
Feature of the present invention is that also plate 3 in described U-lag 1 or prefabricated transverse groove end plate 2 or the prefabricated transverse groove is provided with at least a in flanging 13, arc limit 14, step limit 15, the chamfering 16.As shown in figure 16, three side plate limits of plate 3 form the U-shaped open shutting structural member in transverse groove end plate 2 that the bonding slip idiosome parcel of U-lag 1 is prefabricated and the prefabricated transverse groove, the adhesive bond seam 4 that idiosome and precast plate are arranged between three side plate limits and U-lag 1 idiosome, contain reinforce 5 in the plate 3 in prefabricated transverse groove end plate 2 and the prefabricated transverse groove, on its described U-lag 1 flanging 13 and arc limit 14 are arranged.Figure 17 is the structural representation of the embodiment of the invention 15, three side plate limits of the transverse groove end plate 2 that the bonding slip idiosome parcel of U-lag 1 is prefabricated form the U-shaped open shutting structural member, the adhesive bond seam 4 that idiosome and precast plate are arranged between three side plate limits and U-lag 1 idiosome, contain reinforce 5 in U-lag 1, the prefabricated transverse groove end plate 2, its described U-lag 1 is provided with step limit 15 and chamfering 16.
Feature of the present invention is that also plate 3 in described U-lag 1 or prefabricated transverse groove end plate 2 or the prefabricated transverse groove is provided with at least a in connector 17 or the keeper 18.Figure 18 is the structural representation of the embodiment of the invention 16, three side plate limits of plate 3 form the U-shaped open shutting structural member in transverse groove end plate 2 that the bonding slip idiosome parcel of U-lag 1 is prefabricated and the prefabricated transverse groove, the adhesive bond seam 4 that idiosome and precast plate are arranged between three side plate limits and U-lag 1 idiosome, contain reinforce 5 in the plate 3 in prefabricated transverse groove end plate 2 and the prefabricated transverse groove, its described U-lag 1 is provided with connector 17 and keeper 18, and prefabricated transverse groove end plate 2 is provided with keeper 18.
Feature of the present invention is that also plate 3 openings have built on stilts pin keeper 18 or anti-floating to draw keeper 18 in described U-lag 1 or prefabricated transverse groove end plate 2 or the prefabricated transverse groove.Figure 19 is the structural representation of the embodiment of the invention 19, three side plate limits of plate 3 form the U-shaped open shutting structural member in transverse groove end plate 2 that the bonding slip idiosome parcel of U-lag 1 is prefabricated and the prefabricated transverse groove, the adhesive bond seam 4 that idiosome and precast plate are arranged between three side plate limits and U-lag 1 idiosome, contain reinforce 5 in the plate 3 in U-lag 1, prefabricated transverse groove end plate 2 and the prefabricated transverse groove, its described U-lag 1 opening is provided with built on stilts pin keeper 18.
Feature of the present invention is that also plate 3 is provided with carrying part 19 in described U-lag 1 or prefabricated transverse groove end plate 2 or the prefabricated transverse groove.Figure 20 is the structural representation of the embodiment of the invention 20, three side plate limits of plate 3 form the U-shaped open shutting structural member in transverse groove end plate 2 that the bonding slip idiosome parcel of U-lag 1 is prefabricated and the prefabricated transverse groove, the adhesive bond seam 4 that idiosome and precast plate are arranged between three side plate limits and U-lag 1 idiosome, contain reinforce 5 in the plate 3 in U-lag 1, prefabricated transverse groove end plate 2 and the prefabricated transverse groove, its described U-lag 1 is provided with carrying part 19.
Feature of the present invention is that also plate 3 has overlapping layers 20 in described U-lag 1 or prefabricated transverse groove end plate 2 or the prefabricated transverse groove.Figure 21 is the structural representation of the embodiment of the invention 21, three side plate limits of plate 3 form the U-shaped open shutting structural member in transverse groove end plate 2 that the bonding slip idiosome parcel of U-lag 1 is prefabricated and the prefabricated transverse groove, the adhesive bond seam 4 that idiosome and precast plate are arranged between three side plate limits and U-lag 1 idiosome, contain reinforce 5 in the plate 3 in U-lag 1, prefabricated transverse groove end plate 2 and the prefabricated transverse groove, plate 3 is provided with overlapping layers 20 in its described U-lag 1, prefabricated transverse groove end plate 2 and the prefabricated transverse groove, and diagram overlapping layers 20 is an expanded perlite.
Feature of the present invention is that also plate 3 has soft or hard layer overlapping layers structure 21 in described U-lag 1 or prefabricated transverse groove end plate 2 or the prefabricated transverse groove.Figure 22 is the structural representation of the embodiment of the invention 22, three side plate limits of plate 3 form the U-shaped open shutting structural member in transverse groove end plate 2 that the bonding slip idiosome parcel of U-lag 1 is prefabricated and the prefabricated transverse groove, the adhesive bond seam 4 that idiosome and precast plate are arranged between three side plate limits and U-lag 1 idiosome, contain reinforce 5 in the U-lag 1, plate 3 has soft or hard layer overlapping layers structure 21 in its described prefabricated transverse groove.
Feature of the present invention also be described reinforce 5 for reinforcing bar, steel wire, steel mesh reinforcement, gauze wire cloth, expanded metal lath, fiber, fleece or cloth, metal foil band, porose thin band, have protruding nail to approach at least a in band, braid over braid or the strap.Figure 23 is the structural representation of the embodiment of the invention 23, three side plate limits of plate 3 form the U-shaped open shutting structural member in transverse groove end plate 2 that the bonding slip idiosome parcel of U-lag 1 is prefabricated and the prefabricated transverse groove, the adhesive bond seam 4 that idiosome and precast plate are arranged between three side plate limits and U-lag 1 idiosome, contain reinforce 5 in the plate 3 in U-lag 1, prefabricated transverse groove end plate 2 and the prefabricated transverse groove, its described reinforce 5 is gauze wire cloth, fleece and thin band.
Feature of the present invention is that also described bonding slip is cement paste, cement mortar, Cement fibre slurry, polymer water mud.As shown in figure 23, three side plate limits of plate 3 form the U-shaped open shutting structural member in transverse groove end plate 2 that the bonding slip idiosome parcel of U-lag 1 is prefabricated and the prefabricated transverse groove, the adhesive bond seam 4 that idiosome and precast plate are arranged between three side plate limits and U-lag 1 idiosome, contain reinforce 5 in the plate 3 in U-lag 1, prefabricated transverse groove end plate 2 and the prefabricated transverse groove, its described bonding slip is a cement mortar.
Feature of the present invention is that also plate 3 in described prefabricated transverse groove end plate 2 or the prefabricated transverse groove includes plate in the groove end plate of reinforce 5 or the groove for cement mortar or cement concrete or its.As shown in figure 23, three side plate limits of plate 3 form the U-shaped open shutting structural member in transverse groove end plate 2 that the bonding slip idiosome parcel of U-lag 1 is prefabricated and the prefabricated transverse groove, the adhesive bond seam 4 that idiosome and precast plate are arranged between three side plate limits and U-lag 1 idiosome, contain reinforce 5 in the plate 3 in U-lag 1, prefabricated transverse groove end plate 2 and the prefabricated transverse groove, plate 3 is a plate in the groove end plate of cement mortar and the groove in its described prefabricated transverse groove end plate 2 and the prefabricated transverse groove, and it contains reinforce 5.
During the invention process, earlier make plate 3 in prefabricated transverse groove end plate 2 or the prefabricated transverse groove standby, adopt the molded work of the U-lag that curls that trails to contain the U-lag 1 of reinforce 5 then, at U-lag 1 slip idiosome not during setting and harden, with the adhesive bond with it of plate 3 in prefabricated transverse groove end plate 2 or the prefabricated transverse groove, form adhesive bond seam 4 each other, treat setting and harden after, promptly get open shutting structural member for concrete filling.
Claims (9)
1. open shutting structural member for concrete filling, it is characterized in that described shuttering member is the U-lag member, comprise plate (3) in U-lag (1), prefabricated transverse groove end plate (2) or the prefabricated transverse groove, three side plate limits of plate (3) in transverse groove end plate (2) that the bonding slip idiosome parcel of U-lag (1) is prefabricated or the prefabricated transverse groove, the adhesive bond seam (4) that idiosome and precast plate are arranged between three side plate limits and U-lag (1) idiosome contains reinforce (5) at least one of plate (3) in U-lag (1), prefabricated transverse groove end plate (2) or the prefabricated transverse groove.
2. a kind of open shutting structural member for concrete filling according to claim 1, it is characterized in that the reinforce (5) that plate (3) stretches out in described prefabricated transverse groove end plate (2) or the prefabricated transverse groove reinforce (5) and U-lag (1) stretch out and the slip bag that bonds are coated with the plate face that is bonded in plate (3) in prefabricated transverse groove end plate (2) or the prefabricated transverse groove, have formed bag coating (6).
3. a kind of open shutting structural member for concrete filling according to claim 1, it is characterized in that reinforce (5) that described U-lag (1) stretches out and the common bag of bonding slip corner are coated with the plate face that is bonded in plate (3) in prefabricated transverse groove end plate (2) or the prefabricated transverse groove, have formed bag coating (6).
4. a kind of open shutting structural member for concrete filling according to claim 3, it is characterized in that the reinforce (5) that stretches out described U-lag (1) termination is coated with the plate face that is bonded in prefabricated transverse groove end plate (2) with the common bag of bonding slip corner, has formed bag coating (6).
5. a kind of open shutting structural member for concrete filling according to claim 1, it is characterized in that reinforce (5) that the idiosome of described U-lag (1) stretches out and bonding slip corner bag are coated with the biside plate face in the interval that is bonded in plate (3) in the two prefabricated transverse grooves that are provided with at interval, have formed bag coating (6); Perhaps wrap coating (6) and wrap plate (3) the biside plate face in prefabricated transverse groove end plate (2) or the prefabricated transverse groove that is coated in simultaneously; Perhaps wrap the whole plate face that coating (6) bag is coated in plate (3) in prefabricated transverse groove end plate (2) or the prefabricated transverse groove, formed the overlapping layers of plate (3) in prefabricated transverse groove end plate (2) or the prefabricated transverse groove; Perhaps wrap coating (6) for being interrupted or continuous bag coating.
6. a kind of open shutting structural member for concrete filling according to claim 1 is characterized in that plate (3) exposes reinforce (5) in described prefabricated transverse groove end plate (2) or the prefabricated transverse groove, stretches in the idiosome of U-lag (1) or the surperficial bonding of idiosome; Perhaps the groove idiosome of U-lag (1) is the idiosome of the multilayer layer structure of Cement fibre net formation; Perhaps the groove idiosome of U-lag (1) is the mixed slurry idiosome of cement short fiber formation; Perhaps U-lag (1) is provided with reinforcement (7), and reinforcement (7) is at least a in reinforcing rib, bracing piece or the stiffening rib.
7. a kind of open shutting structural member for concrete filling according to claim 1 is characterized in that plate (3) in described U-lag (1) or prefabricated transverse groove end plate (2) or the prefabricated transverse groove is provided with at least a in raised line (8), projection (9), groove (10), recessed (11), the through hole (12); Perhaps plate (3) is provided with at least a in flanging (13), arc limit (14), step limit (15), the chamfering (16) in U-lag (1) or prefabricated transverse groove end plate (2) or the prefabricated transverse groove; Perhaps plate (3) is provided with at least a in connector (17) or the keeper (18) in U-lag (1) or prefabricated transverse groove end plate (2) or the prefabricated transverse groove; Perhaps plate (3) opening has built on stilts pin keeper (18) or anti-floating to draw keeper (18) in U-lag (1) or prefabricated transverse groove end plate (2) or the prefabricated transverse groove.
8. a kind of open shutting structural member for concrete filling according to claim 1 is characterized in that plate (3) is provided with carrying part (19) in described U-lag (1) or prefabricated transverse groove end plate (2) or the prefabricated transverse groove; Perhaps plate (3) has overlapping layers (20) in U-lag (1) or prefabricated transverse groove end plate (2) or the prefabricated transverse groove; Perhaps plate (3) has soft or hard layer overlapping layers structure (21) in U-lag (1) or prefabricated transverse groove end plate (2) or the prefabricated transverse groove.
9. a kind of open shutting structural member for concrete filling according to claim 1, it is characterized in that described reinforce (5) for reinforcing bar, steel wire, steel mesh reinforcement, gauze wire cloth, expanded metal lath, fiber, fleece or cloth, metal foil band, porose thin band, have protruding nail to approach at least a in band, braid over braid or the strap; The slip that perhaps bonds is cement paste, cement mortar, Cement fibre slurry, polymer water mud; Plate (3) includes plate in the groove end plate of reinforce (5) or the groove for cement mortar or cement concrete or its in perhaps prefabricated transverse groove end plate (2) or the prefabricated transverse groove.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2004101551258A CN100406668C (en) | 2004-06-09 | 2004-06-09 | Open shutting structural member for concrete filling |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2004101551258A CN100406668C (en) | 2004-06-09 | 2004-06-09 | Open shutting structural member for concrete filling |
Related Child Applications (5)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN200810302660A Division CN101603368B (en) | 2004-06-09 | 2004-06-09 | Opening mould casing component used for concrete filling |
| CN2008103026366A Division CN101319568B (en) | 2004-06-09 | 2004-06-09 | Opening formwork component for concrete filling |
| CN2008103026351A Division CN101319567B (en) | 2004-06-09 | 2004-06-09 | Opening formwork component for concrete filling |
| CN2008103026578A Division CN101307650B (en) | 2004-06-09 | 2004-06-09 | Open formwork element for concrete filling |
| CN2008103026347A Division CN101319566B (en) | 2004-06-09 | 2004-06-09 | Opening formwork component for concrete filling |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1707050A true CN1707050A (en) | 2005-12-14 |
| CN100406668C CN100406668C (en) | 2008-07-30 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2004101551258A Expired - Fee Related CN100406668C (en) | 2004-06-09 | 2004-06-09 | Open shutting structural member for concrete filling |
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| Country | Link |
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| CN (1) | CN100406668C (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101798788A (en) * | 2010-03-08 | 2010-08-11 | 江苏鼎泰工程材料有限公司 | Fine tuning claw U-shaped isolating protective buckle special for grouting of high-speed railway II-type slab |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101307650B (en) * | 2004-06-09 | 2010-09-01 | 邱则有 | Open formwork element for concrete filling |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3835999B2 (en) * | 2001-07-23 | 2006-10-18 | 株式会社ジェイエスピー | Combination form for vibration isolation floor construction |
| CN100537955C (en) * | 2002-10-05 | 2009-09-09 | 邱则有 | A kind of concrete hollow cavity thin-wall mould-shell member |
| CN2589554Y (en) * | 2002-10-05 | 2003-12-03 | 邱则有 | Thin-walled formwork for concrete filling |
-
2004
- 2004-06-09 CN CNB2004101551258A patent/CN100406668C/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101798788A (en) * | 2010-03-08 | 2010-08-11 | 江苏鼎泰工程材料有限公司 | Fine tuning claw U-shaped isolating protective buckle special for grouting of high-speed railway II-type slab |
| CN101798788B (en) * | 2010-03-08 | 2012-05-30 | 江苏鼎泰工程材料有限公司 | Fine tuning claw U-shaped isolating protective buckle special for grouting of high-speed railway II-type slab |
Also Published As
| Publication number | Publication date |
|---|---|
| CN100406668C (en) | 2008-07-30 |
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