CN1959020A - Lamination plate - Google Patents

Lamination plate Download PDF

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Publication number
CN1959020A
CN1959020A CN 200610141790 CN200610141790A CN1959020A CN 1959020 A CN1959020 A CN 1959020A CN 200610141790 CN200610141790 CN 200610141790 CN 200610141790 A CN200610141790 A CN 200610141790A CN 1959020 A CN1959020 A CN 1959020A
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China
Prior art keywords
groove
perhaps
base plate
vertical rib
vertical
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Pending
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CN 200610141790
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Chinese (zh)
Inventor
邱则有
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Individual
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Individual
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Priority to CN 200610141790 priority Critical patent/CN1959020A/en
Publication of CN1959020A publication Critical patent/CN1959020A/en
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Abstract

The present invention relates to a laminated plate. It includes reinforced concrete and laminated inverted T-shaped plate, the laminated inverted T-shaped plate is placed in the bottom portion of floor slab, and the laminated inverted T-shaped plate includes baseplate and longitudinal rib, the longitudinal rib is placed on the baseplate. It is characterized by that on the baseplate at least one transverse recessed groove is set, at least one transverse exposed steel bar and transverse recessed groove are intervally and alternatively arranged, so that after the laminated inverted T-shaped plate is used in the floor slab, the cast-in-situ concrete can be fed into the recessed groove so as to form cast-in-situ concrete reinforcing rib, at the same time the above-mentioned exposed steel bar and cast-in-situ concrete can be firmly combined together so as to ensure quality of laminated plate. Said laminated plate is applicable to cast-in-situ reinforced concrete or prestressed reinforced concrete laminated floor, roof, wall body, foundation bedplate and bridge, etc.

Description

A kind of superimposed sheet
(1) technical field
The present invention relates to a kind of superimposed sheet.
(2) background technology
At present, the reinforced concrete floor of domestic employing has cast-in-situ floor and precast floor slab, the cast-in-situ floor good integrity, but need on-the-spot formwork, concreting then, the construction period difficulty is big, the template loss is big, and cost height, precast floor slab do not need on-the-spot formwork, short construction period, cost is low, but prefabricated units lift difficulty from great, member splicing position easily produces the crack, globality is poor, is ZL0322765.2 as the patent No., name is called a kind of patent of floor spiced by steel reinforced concrete, discloses a kind of steel bar concrete prefabricated units, prefabricated units are by plate, rib constitutes, the hole of wearing reinforcing bar is arranged on the rib, and the thickness of this plate is big, and the reinforcing bar effective height that is placed in the Cast-in-place concrete is greatly reduced, influence the bidirectional stress balance of floor, be difficult to form equivalent transverse and longitudinal etc.Therefore, develop a kind of novel superimposed sheet for being badly in need of.
(3) summary of the invention
The object of the present invention is to provide a kind of superimposed sheet, have the member section of reducing size, reduce formwork, save characteristics such as material, easy construction, cycle weak point, globality, crack resistance and shock resistance are good.
Solution of the present invention is on the basis of existing technology, comprise steel bar concrete and laminated reverse T-shaped board, laminated reverse T-shaped board is arranged on the bottom of floor, laminated reverse T-shaped board comprises base plate, vertical rib, vertical rib is arranged on the base plate, it is characterized in that at least one transverse concave groove is arranged on the base plate, have at least one horizontal exposed steel bar and transverse concave groove to be arranged alternately at interval.Like this, at least one transverse concave groove is arranged on base plate, when having at least one horizontal exposed steel bar and transverse concave groove to be arranged alternately at interval, after laminated reverse T-shaped board is applied in the floor, Cast-in-place concrete pours in the groove, the corresponding Cast-in-place concrete that formed is strengthened dark rib, simultaneously, exposed steel bar is with after Cast-in-place concrete combines, make the base plate can the participation structure power transmission, and, with base plate and cast-in-situ concrete structure firmly build-in formed integral body, make cast-in-place and prefabricated interface be difficult for cracking destruction, fully guaranteed the quality of laminated floor slab, thereby reached purpose of the present invention, be applicable to the superimposed superstructure of cast-in-situ reinforced concrete or prestressed reinforced concrete, roof system, body of wall, sole plate and bridge use, and are particularly useful for superimposed superstructure and use.
The present invention is characterised in that groove is logical board slot.Like this, when groove during for logical board slot, after laminated reverse T-shaped board was applied in the floor, Cast-in-place concrete poured in the logical board slot, forms the dark rib structure of Cast-in-place concrete that connects the base plate both sides, has increased substantially the horizontal load power transmission ability of laminated floor slab.
The present invention is characterised in that groove is the groove that connects vertical rib.Like this, when described laminated reverse T-shaped board is applied in the laminated floor slab, Cast-in-place concrete pours in the groove and passes vertical rib simultaneously, form the cast-in-situ concrete structure of while build-in base plate and vertical rib, make it to form two-way superimposed prefabrication cast-in-place structural slab, increased substantially the integrality performance of the structure of floor, made superimposed position be difficult for producing the crack.
The present invention is characterised in that transverse concave groove is the close heavy muscle structure groove that base plate is used that gos deep into that intersects the transversary steel bar stress that is provided with of vertical muscle that sets in advance.Like this, when described laminated reverse T-shaped board is applied in the floor, setting because of heavy muscle structure groove, rebar spacing in the reinforcing bar that is placed in the cast-in-situ concrete structure and the base plate is greatly reduced, increased substantially the effective height of reinforcing bar in floor slab structure, also improved simultaneously the load-carrying construction performance of floor, the thickness of plate is greatly reduced, bearing capacity improves.
The present invention is characterised in that heavy muscle groove is not the groove of rough surface, but the structure groove.Like this, when groove was the structure groove, Cast-in-place concrete poured in the structure groove, had formed the in-situ deposited prefabricated laminated floor slab that Cast-in-place concrete combines with prefabricated units, make prefabricated units firmly build-in in Cast-in-place concrete, the not fragile cracking in superimposed interface.
The present invention is characterised in that horizontal flange or raised line on the base plate.Like this, when horizontal flange or raised line were arranged on the base plate, flange or raised line had increased substantially the lateral stiffness of laminated reverse T-shaped board, made plate be difficult for deformed damaged, had improved the working load ability to bear of laminated reverse T-shaped board, had fully guaranteed quality.
The present invention is characterised in that the alternate setting with raised line of the transverse concave groove on the base plate.Like this,, can effectively improve the lateral stiffness and the rupture strength of base plate, simultaneously, also can reduce the deadweight of plate well when transverse concave groove is alternate with raised line when being provided with.
The present invention is characterised in that the edges of boards of base plate or plate face or raised line or transverse concave groove have the muscle of revealing or net.Like this, when the edges of boards of base plate or plate face or raised line or transverse concave groove have the muscle of revealing or net, when described laminated reverse T-shaped board is applied in the floor, muscle that exposes or net are with after Cast-in-place concrete combines, increased substantially the intensity of Cast-in-place concrete and prefabricated units combination interface, the two is difficult for cracking destruction to make it, has guaranteed the quality of floor.
The present invention is characterised in that transverse concave groove is provided with and covers the groove muscle.Like this, when transverse concave groove is provided with when covering the groove muscle, after laminated reverse T-shaped board was applied in the floor, lid groove muscle had increased substantially the rigidity and the intensity of the interior cast-in-situ concrete structure of groove with after Cast-in-place concrete combines, and has guaranteed the quality of floor.
The present invention is characterised in that connector or iron wire in the transverse concave groove.Like this, when connector or iron wire were arranged in the transverse concave groove, laminated reverse T-shaped board was in being applied to the process of floor, and reinforcing bar and other preheating embedding line can make it be difficult for displacement very easily by connector or wire anchorage locking, have guaranteed the pouring quality of floor.
The present invention is characterised in that transverse concave groove limit or raised line limit have horizontal cracking resistance to reveal muscle, connect the connector or the iron wire of the vertical muscle of base plate.Like this, when having horizontal cracking resistance, transverse concave groove limit or raised line limit reveal muscle, when the connector of the vertical muscle of connection base plate or iron wire, laminated reverse T-shaped board is in being applied to the process of floor, and reinforcing bar and other preheating embedding line can make it be difficult for displacement very easily by connector or wire anchorage locking, guaranteed the pouring quality of floor, simultaneously, the horizontal cracking resistance that exposes is revealed muscle joint interface has been carried out further reinforcement, makes mating face damage not easy to crack.
The present invention is characterised in that transverse concave groove is the muscle groove for sleeping in of rearmounted logical reinforcing bar.Like this, when transverse concave groove is the muscle groove for sleeping in of rearmounted logical reinforcing bar, be very easy to wearing of in construction application process reinforcing bar, improved operating efficiency, guaranteed the quality of floor.
The present invention is characterised in that transverse concave groove is up-small and down-big closing in groove.Like this, when transverse concave groove is up-small and down-big closing in groove, after described laminated reverse T-shaped board is applied in the floor, Cast-in-place concrete is poured in the groove behind the setting and harden, with base plate firmly build-in in cast-in-situ concrete structure, no matter base plate all can not ftractureed under what situation drop, fully guaranteed the quality of application security and floor.
The present invention is characterised in that vertical rib both sides are provided with groove.Like this, when vertical rib both sides were provided with groove, after laminated reverse T-shaped board was applied in the floor, Cast-in-place concrete was base plate and vertical rib build-in equably, made the base plate can be evenly stressed, and is not easy to crack, improved the quality of floor.
The present invention is characterised in that the groove of vertical rib both sides is symmetrical arranged.Like this, when the groove of vertical rib both sides was symmetrical arranged, after laminated reverse T-shaped board was applied in the floor, Cast-in-place concrete was with base plate and indulge rib build-in equably, make the base plate can be evenly stressed, not easy to crack, improved the quality of floor, simultaneously, make things convenient for the laying of reinforcing bar, improved speed of application.
The present invention is characterised in that the groove of two grooves of indulging the rib both sides is on coaxial same straight line.Like this, when the groove of two grooves of vertical rib both sides is on coaxial same straight line, after laminated reverse T-shaped board is applied in the floor, Cast-in-place concrete is base plate and vertical rib build-in equably, makes the base plate can be evenly stressed, and is not easy to crack, improved the quality of floor, simultaneously, make things convenient for the laying of reinforcing bar, improved speed of application.
The present invention is characterised in that vertical rib is provided with connection slotted eye hole, and will indulge the groove connection of rib both sides.Like this, the setting in connection slotted eye hole makes groove form the groove that connects, and has made things convenient for the cast of Cast-in-place concrete in application process, has guaranteed the quality of floor.
The present invention is characterised in that connection slotted eye hole is identical with the groove cross section or inequality.Like this, can rationally select the laminated reverse T-shaped board in identical or different slotted eye hole for use, conveniently practice according to the different needs of actual conditions.
The present invention is characterised in that connection slotted eye hole section at least one cross section less than groove.Like this, can rationally select the laminated reverse T-shaped board of connection slotted eye hole section for use, conveniently practice according to the different needs of actual conditions less than the cross section of groove.
The present invention is characterised in that connection slotted eye hole is for circular, square or oval.Like this, can rationally select the laminated reverse T-shaped board in the connection slotted eye hole of different shape for use, conveniently practice according to the different needs of actual conditions.
The present invention is characterised in that the groove plane is the groove that broadens.Like this, when the groove plane when broadening groove, can increase substantially and engage the build-in area between Cast-in-place concrete and the base plate, make joint interface more reliable, not easy to crack broken, guaranteed quality.
The present invention is characterised in that vertical or horizontal dew muscle in the groove.Like this, when vertical or horizontal dew muscle is arranged in the groove, when described laminated reverse T-shaped board is applied in the floor, muscle that exposes or net are with after Cast-in-place concrete combines, increased substantially the intensity of Cast-in-place concrete and prefabricated units combination interface, the two is difficult for cracking destruction to make it, has guaranteed the quality of floor.
The present invention is characterised in that the connector that connects vertical or horizontal reinforcing bar in the groove.Like this, when laminated reverse T-shaped board was applied in the floor, connector can be connected the reinforcing bar that is arranged in the groove with vertical muscle in the base plate, prevent that reinforcing bar from misplacing, and guaranteed the quality of floor.
The present invention is characterised in that groove and vertical rib quadrature or oblique.Like this, when groove and vertical rib quadrature or oblique, after laminated reverse T-shaped board is applied in the floor, Cast-in-place concrete can be in groove corresponding formation cast-in-situ concrete structure, disperse concentrated stress effectively, prevent cracking.
The present invention is characterised in that having at least two in the groove be arranged in parallel.Like this, when having at least two to be arranged in parallel in the groove, after laminated reverse T-shaped board is applied in the floor, Cast-in-place concrete can be in groove corresponding formation cast-in-situ concrete structure, disperse concentrated stress effectively, prevent cracking.
The present invention is characterised in that at least two of the grooves of vertical rib both sides are parallel, and adjacent parallel center to center distance is 15-35cm.Like this, after laminated reverse T-shaped board is applied in the floor, can very form cast-in-situ concrete structure well, make the stress performance of floor better.
The present invention is characterised in that at least two of the grooves of vertical rib both sides are parallel, and adjacent parallel center to center distance is 5-15cm.Like this, after laminated reverse T-shaped board is applied in the floor, can very form cast-in-situ concrete structure well, make the stress performance of floor better.
The present invention is characterised in that at least two of the grooves of vertical rib both sides are parallel, and adjacent parallel center to center distance is 35-75cm.Like this, after laminated reverse T-shaped board is applied in the floor, can very form cast-in-situ concrete structure well, make the stress performance of floor better.
The present invention is characterised in that the groove of vertical rib both sides be arranged in parallel.Like this, after laminated reverse T-shaped board is applied in the floor, can very form cast-in-situ concrete structure well, make the stress performance of floor better.
The present invention is characterised in that same base plate parallel groove is more than 12.Like this, after laminated reverse T-shaped board is applied in the floor, can very form cast-in-situ concrete structure well, make the stress performance of floor better.
The present invention is characterised in that same straight line upper groove groove depth is identical.Like this, after laminated reverse T-shaped board is applied in the floor, can very form cast-in-situ concrete structure well, make the stress performance of floor better.
The present invention is characterised in that the groove groove depth of vertical rib both sides is identical.Like this, after laminated reverse T-shaped board is applied in the floor, can very form cast-in-situ concrete structure well, make the stress performance of floor better.
The present invention is characterised in that the groove groove width is 3-25cm.Like this, can rationally select the laminated reverse T-shaped board of different width dimensions for use according to actual conditions.
The present invention is characterised in that the groove groove width is 1-5cm.Like this, can rationally select the laminated reverse T-shaped board of different width dimensions for use according to actual conditions.
The present invention is characterised in that between the adjacent groove of indulging the rib both sides convex tendon.Like this, convex tendon further intensity and the rigidity that has improved base plate is set, make it not fragile in application process, and have good load performance after using, but the participation structure power transmission.
The present invention is characterised in that between the adjacent groove of indulging the rib both sides flange.Like this, convex tendon further intensity and the rigidity that has improved base plate is set, make it not fragile in application process, and have good load performance after using, but the participation structure power transmission.
The present invention is characterised in that the edge of flange setback base plate.Like this, after laminated reverse T-shaped board was applied in the floor, there was certain space at two plates splicings position, and Cast-in-place concrete can be entered in the amalgamation seam, base plate was contained fully solid, made the in-situ deposited prefabricated joint interface can cracking destruction.
The present invention is characterised in that flange is the flange of outer narrow inner width.Like this, after described laminated reverse T-shaped board was applied in the floor, Cast-in-place concrete can make the damage not easy to crack of cast-in-place and prefabricated joint interface with its build-in firmly, has improved the quality of floor.
The present invention is characterised in that vertical rib is provided with the hole.Like this, when laminated reverse T-shaped board was applied in the floor, reinforcing bar and preheating embedding line can wear from the hole, have made things convenient for construction application.
The present invention is characterised in that in the vertical rib and is provided with reinforcing bar.Like this, the intensity and the rigidity of vertical rib have obtained increasing substantially, and make it be difficult for deformed damaged, and, be applied in the floor after, but also participation structure power transmission further improves the load ability of floor.
The present invention is characterised in that vertical rib is provided with vertical groove.Like this, after laminated reverse T-shaped board was applied in the floor, Cast-in-place concrete can be firm with its build-in better, makes cast-in-place and prefabricated interface broken ring not easy to crack.
The present invention is characterised in that vertical rib is provided with transverse concave groove.Like this, after laminated reverse T-shaped board was applied in the floor, Cast-in-place concrete can be firm with its build-in better, makes cast-in-place and prefabricated interface be difficult for cracking destruction.
The present invention is characterised in that the horizontal side of base plate has the dew muscle.Like this, when laminated reverse T-shaped board was applied in the floor, revealing muscle can firmly be anchored in the Cast-in-place concrete, increase substantially the bonding strength between the prefabricated and cast-in-place joint interface, made its damage not easy to crack, fully guaranteed the quality of floor, and, but base plate forms the power transmission of structure base plate participation structure.
The present invention is characterised in that flange laterally reveals muscle.Like this, when laminated reverse T-shaped board was applied in the floor, revealing muscle can firmly be anchored in the Cast-in-place concrete, increase substantially the bonding strength between the prefabricated and cast-in-place joint interface, made its damage not easy to crack, fully guaranteed the quality of floor, and, but base plate forms the power transmission of structure base plate participation structure.
The present invention is characterised in that flange is positioned at the hole limit.Like this, flange can play good supporting and be connected vertical rib, and the hole position is strengthened, and makes it not fragile, has fully guaranteed quality.
The present invention be characterised in that on flange upper surface and the hole or lower wall flat, low or high.Like this, can satisfy the actual needs of various different situations, make things convenient for the construction application of planting special-shaped part.
The present invention is characterised in that has at least two vertical muscle to be arranged in parallel in the base plate.Like this, make base plate have very good cooperative bearing performance, significantly improved the weight bearing power of base plate.
The present invention is characterised in that the setting of at least two longitudinal prestressing parallel reinforced steel bars in the base plate.Like this, make base plate have very good cooperative bearing performance, significantly improved the weight bearing power of base plate.
The present invention is characterised in that the vertical muscle of vertical rib and the longitudinal prestressing parallel reinforced steel bar in the base plate.Like this, make base plate have very good cooperative bearing performance, significantly improved the weight bearing power of base plate.
The invention is characterized in that horizontal flange has the transverse prestress projection.Like this, make the transverse strength of base plate, rigidity better, the elastoresistance deformability is strong, the shock resistance damage capability is better, makes base plate not fragile, simultaneously, after described laminated reverse T-shaped board is applied in the in-situ deposited prefabricated laminated floor slab, but base plate participation structure load improves the combination property of floor.
The invention is characterized in that transverse concave groove has the transverse prestress groove.Like this, make the transverse strength of base plate, rigidity better, the elastoresistance deformability is strong, the shock resistance damage capability is better, makes base plate not fragile, simultaneously, after described laminated reverse T-shaped board is applied in the in-situ deposited prefabricated laminated floor slab, but base plate participation structure load improves the combination property of floor.
The invention is characterized in that the flange and the width ratio of groove are 0.1-1.0 or 1.01-9.Like this, can rationally select for use, make things convenient for design and construction unit to select for use according to actual conditions.
The invention is characterized in that the high and vertical rib height of flange is 0.05-0.5 or 0.501-1.Like this, can rationally select for use, make things convenient for design and construction unit to select for use according to actual conditions.
The length that the invention is characterized in base plate is between the 250-720cm.Like this, can rationally select for use, make things convenient for design and construction unit to select for use according to actual conditions.
The length that the invention is characterized in base plate is 250-350cm, 350.1-400cm, 400.1-500cm, 500.1-600cm, 600.1-720cm.Like this, can rationally select for use, make things convenient for design and construction unit to select for use according to actual conditions.
The width that the invention is characterized in base plate is 40-120cm.Like this, can rationally select for use, make things convenient for design and construction unit to select for use according to actual conditions.
The width that the invention is characterized in base plate is 40-50cm, 50.1-65cm, 65.1-85cm, 85.1-100cm, 100.1-120cm.Like this, can rationally select for use, make things convenient for design and construction unit to select for use according to actual conditions.
The degree of depth that the invention is characterized in the plate groove is 1-6cm, 6.1-12cm.Like this, can rationally select for use, make things convenient for design and construction unit to select for use according to actual conditions.
The degree of depth that the invention is characterized in the plate groove is 1-2cm, 2-3.5cm, 3.5-4.5cm, 4.5-6cm, 6.1-12cm.Like this, can rationally select for use, make things convenient for design and construction unit to select for use according to actual conditions.
The width that the invention is characterized in the plate groove is 0.5-5cm or 5.1-10cm or 10.1-20cm or 20.1-30cm or 30.1-40cm.Like this, can rationally select for use, make things convenient for design and construction unit to select for use according to actual conditions.
The width that the invention is characterized in the plate groove is 5-10cm, 11-20cm, 21-35cm, 35-50cm.Like this, can rationally select for use, make things convenient for design and construction unit to select for use according to actual conditions.
The height that the invention is characterized in vertical rib is 1.5-25cm, and vertical the wide of rib is 3-25cm, 25.1-35cm.Like this, can rationally select for use, make things convenient for design and construction unit to select for use according to actual conditions.
The height that the invention is characterized in vertical rib is 2-3cm, 3-5cm, 5-8cm, 8-10cm, 10-15cm, 15.1-25cm, and vertical the wide of rib is 3-5cm, 5-6cm, 6-10cm, 10-25cm.Like this, can rationally select for use, make things convenient for design and construction unit to select for use according to actual conditions.
The width that the invention is characterized in flange is 0.5-5cm, 5.1-35cm, 35.1-45cm.Like this, can rationally select for use, make things convenient for design and construction unit to select for use according to actual conditions.
The width that the invention is characterized in flange is 5-25cm, 25-100cm, 101-350cm.Like this, can rationally select for use, make things convenient for design and construction unit to select for use according to actual conditions.
The invention is characterized in that the end face of vertical rib flushes or be higher than the upper surface of floor with laminated floor slab.Like this, when the end face of vertical rib flushes with laminated floor slab, reduced the thickness of floor, saved material, reduced cost, when the end face of vertical rib is higher than the upper surface of floor, vertical rib can play the effect of keel, has made things convenient for the setting of flooring decoration and waterproof, damp-proof course.
(4) description of drawings
Fig. 1 is the structural representation of the embodiment of the invention 1.
Fig. 2 is the structural representation of the embodiment of the invention 2.
Fig. 3 is the structural representation of the embodiment of the invention 3.
Fig. 4 is the structural representation of the embodiment of the invention 4.
Fig. 5 is the structural representation of the embodiment of the invention 5.
Fig. 6 is the structural representation of the embodiment of the invention 6.
Fig. 7 is the structural representation of the embodiment of the invention 7.
Fig. 8 is the structural representation of the embodiment of the invention 8.
Fig. 9 is the structural representation of the embodiment of the invention 9.
Figure 10 is the structural representation of the embodiment of the invention 10.
Figure 11 is the structural representation of the embodiment of the invention 11.
Figure 12 is the structural representation of the embodiment of the invention 12.
Figure 13 is the structural representation of the embodiment of the invention 13.
Figure 14 is the structural representation of the embodiment of the invention 14.
Figure 15 is the structural representation of the embodiment of the invention 15.
Figure 16 is the structural representation of the embodiment of the invention 16.
Figure 17 is the structural representation of the embodiment of the invention 17.
Figure 18 is the structural representation of the embodiment of the invention 18.
Figure 19 is the structural representation of the embodiment of the invention 19.
Figure 20 is the structural representation of the embodiment of the invention 20.
Figure 21 is the structural representation of the embodiment of the invention 21.
Figure 22 is the structural representation of the embodiment of the invention 22.
Figure 23 is the structural representation of the embodiment of the invention 23.
Figure 24 is the structural representation of the embodiment of the invention 24.
Figure 25 is the structural representation of the embodiment of the invention 25.
Figure 26 is the structural representation of the embodiment of the invention 26.
Figure 27 is the structural representation of the embodiment of the invention 27.
Figure 28 is the structural representation of the embodiment of the invention 28.
Figure 29 is the structural representation of the embodiment of the invention 29.
Figure 30 is the structural representation of the embodiment of the invention 30.
(5) specific embodiment
The present invention is further illustrated below in conjunction with drawings and Examples.
The present invention as shown in drawings, comprise steel bar concrete 1 and laminated reverse T-shaped board 2, laminated reverse T-shaped board 2 is arranged on the bottom of floor, laminated reverse T-shaped board 2 comprises base plate 3, vertical rib 4, vertical rib 4 is arranged on the base plate 3, it is characterized in that at least one transverse concave groove 5 is arranged on the base plate 3, have at least one horizontal exposed steel bar 6 and transverse concave groove 5 to be arranged alternately at interval.In each accompanying drawing, 1 is steel bar concrete, and 2 is laminated reverse T-shaped board, and 3 is base plate, and 4 are vertical rib, and 5 is transverse concave groove, and 6 is exposed steel bar, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, superimposed sheet comprises steel bar concrete 1 and laminated reverse T-shaped board 2, laminated reverse T-shaped board 2 is arranged on the bottom of floor, laminated reverse T-shaped board 2 comprises base plate 3, vertical rib 4, vertical rib 4 is arranged on the base plate 3, its base plate 3 is provided with transverse concave groove 5, has horizontal exposed steel bar 6 and transverse concave groove 5 to be arranged alternately at interval.As shown in figure 24, the end of laminated reverse T-shaped board 1 and limit portion are provided with bright beam and dark beam respectively.As shown in figure 25, the end of laminated reverse T-shaped board 1 is provided with on the wall.As shown in figure 26, laminated reverse T-shaped board 1 is provided with lightweight member.As shown in figure 27, leave spacing between the laminated reverse T-shaped board 1, laminated reverse T-shaped board 1 is provided with lightweight member.As shown in figure 28, the two ends of laminated reverse T-shaped board 1 are respectively arranged with beam.As shown in figure 29, be provided with beam between the edges of boards of laminated reverse T-shaped board 1, the beam position is provided with the negative bending moment plate.As shown in figure 30, be provided with beam between the plate end of laminated reverse T-shaped board 1, the beam position is provided with the negative bending moment plate.
The present invention is characterised in that groove 5 is logical board slot.As shown in Figure 2, its groove 5 is logical board slot.
The present invention is characterised in that groove 5 is for connecting the groove of vertical rib 4.As shown in Figure 2, groove 5 is for connecting the groove of vertical rib 4.As shown in Figure 3, groove 5 is for connecting the groove of vertical rib 4.
The present invention is characterised in that vertical muscle 7 close the be provided with heavy muscle structure grooves that go deep into base plate 3 usefulness that intersect transversary steel bar stress 6 of transverse concave groove 5 for setting in advance.As shown in Figure 3, vertical muscle 7 close the be provided with heavy muscle structure grooves that go deep into base plate 3 usefulness that intersect transversary steel bar stress 6 of transverse concave groove 5 for setting in advance.
The present invention is characterised in that heavy muscle groove 5 is not the groove of rough surface, but the structure groove.As shown in Figure 1, heavy muscle groove 5 is not the groove of rough surface, but the structure groove.
The present invention is characterised in that horizontal flange or raised line 8 on the base plate 3.As shown in Figure 4, horizontal raised line 8 is arranged on the base plate 3.
The present invention is characterised in that the transverse concave groove 5 and raised line 8 alternate settings on the base plate 3.As shown in Figure 4, transverse concave groove on the base plate 35 and raised line 8 alternate settings.
The present invention is characterised in that the edges of boards of base plate 3 or plate face or raised line 8 or transverse concave groove 5 have the muscle of revealing or net 9.As shown in Figure 5, the plate face of base plate 3 is provided with and reveals muscle 9.
The present invention is characterised in that transverse concave groove 5 is provided with and covers groove muscle 10.As shown in Figure 6, transverse concave groove 5 is provided with and covers groove muscle 10.
The present invention is characterised in that connector 11 or iron wire 12 in the transverse concave groove 5.As shown in Figure 7, connector 11 and iron wire 12 are arranged in the transverse concave groove 5.
The present invention is characterised in that transverse concave groove 5 limits or raised line 8 limits have horizontal cracking resistance to reveal muscle, connect the connector 11 or the iron wire 12 of the vertical muscle of base plate.As shown in Figure 8, transverse concave groove 5 limits have horizontal cracking resistance to reveal muscle 9, connect the connector 11 and the iron wire 12 of the vertical muscle of base plate.
The present invention is characterised in that for sleeping in muscle groove of transverse concave groove 5 for rearmounted logical reinforcing bar.As shown in Figure 4, transverse concave groove 5 is the muscle groove for sleeping in of rearmounted logical reinforcing bar.
The present invention is characterised in that transverse concave groove 5 is up-small and down-big closing in groove.As shown in Figure 9, transverse concave groove 5 is up-small and down-big closing in groove.
The present invention is characterised in that vertical rib 4 both sides are provided with groove 5.As shown in Figure 9, vertical rib 4 both sides are provided with groove 5.
The present invention is characterised in that two grooves 5 of vertical rib 4 both sides are symmetrical arranged.As shown in Figure 9, two grooves 5 of vertical rib 4 both sides are symmetrical arranged.
The present invention is characterised in that the groove of two grooves 5 of indulging rib 4 both sides is on coaxial same straight line.As shown in Figure 9, the groove of two grooves 5 of vertical rib 4 both sides is on coaxial same straight line.
The present invention is characterised in that vertical rib 4 is provided with connection slotted eye hole 13, and will indulge groove 5 connections of rib 4 both sides.As shown in Figure 9, vertical rib 4 is provided with connection slotted eye hole 13, and will indulge groove 5 connections of rib 4 both sides.
The present invention is characterised in that connection slotted eye hole 13 is identical or inequality with groove 5 cross sections.As shown in figure 10, connection slotted eye hole 13 is inequality with groove 5 cross sections.
The present invention is characterised in that connection slotted eye hole 13 sections at least one cross section less than groove 5.As shown in figure 10, connection slotted eye hole 13 sections are less than at least one cross section of groove 5.
The present invention is characterised in that connection slotted eye hole 13 is for circular, square or oval.As shown in figure 10, connection slotted eye hole 13 is oval.
The present invention is characterised in that groove 5 planes are the groove that broadens.As shown in figure 11, groove 5 planes are the groove that broadens.
The present invention is characterised in that vertical or horizontal dew muscle 9 in the groove 5.As shown in figure 12, have in the groove 5 and reveal muscle 9 longitudinally.
The present invention is characterised in that the connector 11 that connects vertical or horizontal reinforcing bar in the groove 5.As shown in Figure 7, the connector 11 that connects vertical or horizontal reinforcing bar is arranged in the groove 5.
The present invention is characterised in that groove 5 and vertical rib quadrature or oblique.As shown in Figure 9, groove 5 and vertical rib quadrature.
The present invention is characterised in that in the groove 5 has at least two to be arranged in parallel.As shown in Figure 9, many grooves 5 be arranged in parallel.
The present invention is characterised in that 5 at least two of the grooves of vertical rib 4 both sides are parallel, and adjacent parallel center to center distance is 15-35cm.As shown in Figure 9, the groove 5 of vertical rib 4 both sides is parallel, and adjacent parallel center to center distance is 20cm.
The present invention is characterised in that 5 at least two of the grooves of vertical rib 4 both sides are parallel, and adjacent parallel center to center distance is 5-15cm.As shown in figure 10, the groove 5 of vertical rib 4 both sides is parallel, and adjacent parallel center to center distance is 10cm.
The present invention is characterised in that 5 at least two of the grooves of vertical rib 4 both sides are parallel, and adjacent parallel center to center distance is 35-75cm.As shown in figure 11, the groove 5 of vertical rib 4 both sides is parallel, and adjacent parallel center to center distance is 50cm.
The present invention is characterised in that the groove 5 of vertical rib 4 both sides be arranged in parallel.As shown in figure 12, the groove 5 of vertical rib 4 both sides be arranged in parallel.
The present invention is characterised in that same base plate 3 parallel grooves 5 are greater than 12.As shown in figure 13, same base plate 3 parallel grooves 5 have 13.
The present invention is characterised in that same straight line upper groove 5 groove depths are identical.As shown in figure 14, same straight line upper groove 5 groove depths are identical.
The present invention is characterised in that groove 5 groove depths of vertical rib 4 both sides are identical.As shown in figure 14, groove 5 groove depths of vertical rib 4 both sides are identical.
The present invention is characterised in that groove 5 groove widths are 3-25cm.As shown in figure 12, groove 5 groove widths are 15cm.
The present invention is characterised in that groove 5 groove widths are 1-5cm.As shown in figure 14, groove 5 groove widths are 5cm.
The present invention is characterised in that between the adjacent groove 5 of indulging rib 4 both sides convex tendon 14.As shown in figure 14, between the adjacent groove 5 of vertical rib 4 both sides convex tendon 14 is arranged.
The present invention is characterised in that between the adjacent groove 5 of indulging rib 4 both sides flange 8.As shown in figure 15, between the adjacent groove 5 of vertical rib 4 both sides flange 8 is arranged.
The present invention is characterised in that the edge of flange 8 setback base plates 3.As shown in figure 16, the edge of flange 8 setback base plates 3.
The present invention is characterised in that flange 8 is the flange of outer narrow inner width.As shown in figure 16, flange 8 is the flange of outer narrow inner width.
The present invention is characterised in that vertical rib 4 is provided with hole 15.As shown in figure 17, vertical rib 4 is provided with hole 15.
The present invention is characterised in that in the vertical rib 4 and is provided with reinforcing bar 6.As shown in figure 17, be provided with reinforcing bar 6 in the vertical rib 4.
The present invention is characterised in that vertical rib 4 is provided with vertical groove 16.As shown in figure 18, vertical rib 4 is provided with vertical groove 16.
The present invention is characterised in that vertical rib 4 is provided with transverse concave groove 5.As shown in figure 19, vertical rib 4 is provided with transverse concave groove 5.
The present invention is characterised in that the horizontal side of base plate 3 has the muscle 9 of revealing.As shown in figure 20, the horizontal side of base plate 3 has the muscle 9 of revealing.
The present invention is characterised in that flange 8 laterally reveals muscle 9.As shown in figure 21, flange 8 laterally reveals muscle 9.
The present invention is characterised in that flange 8 is positioned at hole 13 limits.As shown in figure 21, flange 8 is positioned at hole 13 limits.
The present invention be characterised in that on flange 8 upper surfaces and the hole 13 or lower wall flat, low or high.As shown in figure 22, flange 8 upper surfaces are than hole 13 upper surface height.
The present invention is characterised in that has at least two vertical muscle 7 to be arranged in parallel in the base plate 3.As shown in figure 23, there are many vertical muscle 7 to be arranged in parallel in the base plate 3.
The present invention is characterised in that has at least two longitudinal prestressing reinforcing bars 17 to be arranged in parallel in the base plate 3.As shown in figure 23, there are two longitudinal prestressing reinforcing bars 17 to be arranged in parallel in the base plate 3.
The present invention is characterised in that the vertical muscle 7 of vertical rib 4 is parallel with the longitudinal prestressing reinforcing bar 17 in the base plate 3.As shown in figure 23, the vertical muscle 7 of vertical rib 4 is parallel with the longitudinal prestressing reinforcing bar 17 in the base plate 3.
The invention is characterized in that horizontal flange 8 has the transverse prestress projection.As shown in figure 23, laterally flange 8 has the transverse prestress projection.
The invention is characterized in that transverse concave groove 5 has the transverse prestress groove.As shown in figure 23, transverse concave groove 5 has the transverse prestress groove.
The invention is characterized in that the flange 8 and the width ratio of groove 5 are 0.1-1.0 or 1.01-9.
The invention is characterized in that flange 8 high and vertical rib 4 height are 0.05-0.5 or 0.501-1.
The length that the invention is characterized in base plate 3 is between the 250-720cm.
The length that the invention is characterized in base plate 3 is 250-350cm, 350.1-400cm, 400.1-500cm, 500.1-600cm, 600.1-720cm.
The width that the invention is characterized in base plate 3 is 40-120cm.
The width that the invention is characterized in base plate 3 is 40-50cm, 50.1-65cm, 65.1-85cm, 85.1-100cm, 100.1-120cm.
The degree of depth that the invention is characterized in plate groove 5 is 1-6cm, 61-12cm.
The degree of depth that the invention is characterized in plate groove 5 is 1-2cm, 2-3.5cm, 3.5-4.5cm, 4.5-6cm, 6.1-12cm.
The width that the invention is characterized in plate groove 5 is 0.5-5cm or 5.1-10cm or 10.1-20cm or 20.1-30cm or 30.1-40cm.
The width that the invention is characterized in plate groove 5 is 5-10cm, 11-20cm, 21-35cm, 35-50cm.
The height that the invention is characterized in vertical rib 4 is 1.5-25cm, and vertical the wide of rib 4 is 3-25cm, 25.1-35cm.
The height that the invention is characterized in vertical rib 4 is 2-3cm, 3-5cm, 5-8cm, 8-10cm, 10-15cm, 15.1-25cm, and vertical the wide of rib 4 is 3-5cm, 5-6cm, 6-10cm, 10-25cm.
The width that the invention is characterized in flange 8 is 0.5-5cm, 5.1-35cm, 35.1-45cm.
The width that the invention is characterized in flange 8 is 5-25cm, 25-100cm, 101-350cm.
The invention is characterized in that the end face of vertical rib 4 flushes or be higher than the upper surface of floor with laminated floor slab.As shown in figure 23, the upper surface flush of the end face of its vertical rib 4 and laminated floor slab.

Claims (10)

1, a kind of superimposed sheet, comprise steel bar concrete (1) and laminated reverse T-shaped board (2), laminated reverse T-shaped board (2) is arranged on the bottom of floor, laminated reverse T-shaped board (2) comprises base plate (3), vertical rib (4), vertical rib (4) is arranged on the base plate (3), it is characterized in that at least one transverse concave groove (5) is arranged on the base plate (3), have at least one horizontal exposed steel bar (6) and transverse concave groove (5) to be arranged alternately at interval.
2, superimposed sheet according to claim 1 is characterized in that groove (5) is logical board slot.
3, superimposed sheet according to claim 1 is characterized in that groove (5) is for connecting the groove of vertical rib (4).
4, superimposed sheet according to claim 1 is characterized in that transverse concave groove (5) is the close heavy muscle structure groove that gos deep into base plate (3) usefulness that intersects transversary steel bar stress (6) that is provided with of the vertical muscle (7) that sets in advance.
5, superimposed sheet according to claim 4 is characterized in that heavy muscle groove (5) is not the groove of rough surface, but the structure groove.
6, superimposed sheet according to claim 1 is characterized in that horizontal flange or raised line (8) are arranged on the base plate (3).
7, superimposed sheet according to claim 6 is characterized in that transverse concave groove (5) and the alternate setting of raised line (8) on the base plate (3).
8,, it is characterized in that the edges of boards of base plate (3) or plate face or raised line (8) or transverse concave groove (5) have the muscle of revealing or net (9) according to the described superimposed sheet of arbitrary claim in the claim 1 to 7.
9,, it is characterized in that transverse concave groove (5) is provided with to cover groove muscle (10) according to the described superimposed sheet of arbitrary claim in the claim 1 to 7.
10,, it is characterized in that connector (11) or iron wire (12) are arranged in the transverse concave groove (5) according to the described superimposed sheet of arbitrary claim in the claim 1 to 7; Perhaps transverse concave groove (5) limit or raised line (8) limit have horizontal cracking resistance to reveal muscle (9), connect the connector (11) or the iron wire (12) of base plate longitudinal reinforcement; Perhaps transverse concave groove (5) is the muscle groove for sleeping in of rearmounted logical reinforcing bar; Perhaps transverse concave groove (5) is up-small and down-big closing in groove; Perhaps vertical rib (4) both sides are provided with groove (5); Perhaps two grooves (5) of vertical rib (4) both sides are symmetrical arranged; Perhaps the groove of two grooves (5) of vertical rib (4) both sides is on coaxial same straight line; Perhaps vertical rib (4) is provided with connection slotted eye hole (13), and will indulge groove (5) connection of rib (4) both sides; It is identical or inequality with groove (5) cross section perhaps to join slotted eye hole (13); Perhaps join slotted eye hole (13) section at least one cross section less than groove (5); Perhaps join slotted eye hole (13) for circular, square or oval; Perhaps groove (5) plane is the groove that broadens; Vertical or horizontal dew muscle (9) is perhaps arranged in the groove (5); The connector (11) that connects vertical or horizontal reinforcing bar is perhaps arranged in the groove (5); Perhaps groove (5) and vertical rib quadrature or oblique; Perhaps there are at least two to be arranged in parallel in the groove (5); Perhaps (5) at least two of the grooves of vertical rib (4) both sides are parallel, and adjacent parallel center to center distance is 15-35cm; Perhaps (5) at least two of the grooves of vertical rib (4) both sides are parallel, and adjacent parallel center to center distance is 5-15cm; Perhaps (5) at least two of the grooves of vertical rib (4) both sides are parallel, and adjacent parallel center to center distance is 35-75cm; Perhaps the groove (5) of vertical rib (4) both sides be arranged in parallel; Perhaps same base plate (3) parallel groove (5) is more than 12; Perhaps same straight line upper groove (5) groove depth is identical; Perhaps groove (5) groove depth of vertical rib (4) both sides is identical; Perhaps groove (5) groove width is 3-25cm; Perhaps groove (5) groove width is 1-5cm; Perhaps between the adjacent groove (5) of vertical rib (4) both sides convex tendon (14) is arranged; Perhaps between the adjacent groove (5) of vertical rib (4) both sides flange (8) is arranged; The perhaps edge of flange (8) setback base plate (3); Perhaps flange (8) is the flange of outer narrow inner width; Perhaps vertical rib (4) is provided with hole (15); Be provided with reinforcing bar (6) in the perhaps vertical rib (4); Perhaps vertical rib (4) is provided with vertical groove (16); Perhaps vertical rib (4) is provided with transverse concave groove (5); Perhaps the horizontal side of base plate (3) has dew muscle (9); Perhaps flange (8) laterally reveals muscle (9); Perhaps flange (8) is positioned at hole (13) limit; Perhaps flange (8) upper surface and hole (13) go up or lower wall flat, low or high; Perhaps there are at least two vertical muscle (7) to be arranged in parallel in the base plate (3); Perhaps there are at least two longitudinal prestressing reinforcing bars (17) to be arranged in parallel in the base plate (3); Perhaps the vertical muscle (7) of vertical rib (4) is parallel with the longitudinal prestressing reinforcing bar (17) in the base plate (3); Perhaps laterally flange (8) has the transverse prestress projection; Perhaps transverse concave groove (5) has the transverse prestress groove; Perhaps flange (8) is 0.1-1.0 or 1.01-9 with the width ratio of groove (5); Perhaps flange (8) height is 0.05-0.5 or 0.501-1 with vertical rib (4) height; Perhaps the length of base plate (3) is between the 250-720cm; Perhaps the length of base plate (3) is 250-350cm, 350.1-400cm, 400.1-500cm, 500.1-600cm, 600.1-720cm; Perhaps the width of base plate (3) is 40-120cm; Perhaps the width of base plate (3) is 40-50cm, 50.1-65cm, 65.1-85cm, 85.1-100cm, 100.1-120cm; Perhaps the degree of depth of plate groove (5) is 1-6cm, 6.1-12cm; Perhaps the degree of depth of plate groove (5) is 1-2cm, 2-3.5cm, 3.5-4.5cm, 4.5-6cm, 6.1-12cm; Perhaps the width of plate groove (5) is 0.5-5cm or 5.1-10cm or 10.1-20cm or 20.1-30cm or 30.1-40cm; Perhaps the width of plate groove (5) is 5-10cm, 11-20cm, 21-35cm, 35-50cm; Perhaps the height of vertical rib (4) is 1.5-25cm, and vertical the wide of rib (4) is 3-25cm, 25.1-35cm; Perhaps the height of vertical rib (4) is 2-3cm, 3-5cm, 5-8cm, 8-10cm, 10-15cm, 15.1-25cm, and vertical the wide of rib (4) is 3-5cm, 5-6cm, 6-10cm, 10-25cm; Perhaps the width of flange (8) is 0.5-5cm, 5.1-35cm, 35.1-45cm; Perhaps the width of flange (8) is 5-25cm, 25-100cm, 101-350cm; Perhaps the end face of vertical rib (4) flushes or is higher than the upper surface of floor with superimposed sheet.
CN 200610141790 2006-09-28 2006-09-28 Lamination plate Pending CN1959020A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 200610141790 CN1959020A (en) 2006-09-28 2006-09-28 Lamination plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 200610141790 CN1959020A (en) 2006-09-28 2006-09-28 Lamination plate

Publications (1)

Publication Number Publication Date
CN1959020A true CN1959020A (en) 2007-05-09

Family

ID=38070862

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 200610141790 Pending CN1959020A (en) 2006-09-28 2006-09-28 Lamination plate

Country Status (1)

Country Link
CN (1) CN1959020A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102777032A (en) * 2011-03-17 2012-11-14 有利华建筑预制件有限公司 Installation method of prefabricated toilet
CN103075010A (en) * 2013-02-28 2013-05-01 吴涛 Floor board cast-in-situ method
CN106481007A (en) * 2016-11-11 2017-03-08 浙江绿筑建筑系统集成有限公司 Assembled flooring construction module and preparation method thereof

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102777032A (en) * 2011-03-17 2012-11-14 有利华建筑预制件有限公司 Installation method of prefabricated toilet
CN102777032B (en) * 2011-03-17 2015-04-15 有利华建筑预制件有限公司 Installation method of prefabricated toilet
CN103075010A (en) * 2013-02-28 2013-05-01 吴涛 Floor board cast-in-situ method
CN103075010B (en) * 2013-02-28 2015-07-15 吴涛 Floor board cast-in-situ method
CN106481007A (en) * 2016-11-11 2017-03-08 浙江绿筑建筑系统集成有限公司 Assembled flooring construction module and preparation method thereof

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