Laminated slab strip reinforcing component capable of avoiding slurry leakage

Abstract

The utility model discloses a laminated slab strip reinforcing component capable of avoiding slurry leakage. The laminated slab strip reinforcing component comprises a T-shaped reinforcing piece, a rubber ring and a sealing rubber strip. The T-shaped reinforcing member comprises a T-shaped reinforcing steel bar, an internal thread sleeve, a vertical screw rod, a clip and a nut; the T-shaped reinforcing steel bars comprise transverse steel bars and vertical steel bars, and the vertical steel bars are perpendicularly connected to the middles of the transverse steel bars. The bottom of the vertical steel bar is connected with the top of the internal thread sleeve, the bottom of the internal thread sleeve is in threaded connection with the vertical screw, and the clamp and the nut are connected to the bottom of the vertical screw. The end of the transverse part of the T-shaped reinforcing piece is supported on the edge of the prefabricated laminated slab, and the bottom of the vertical part of the T-shaped reinforcing piece penetrates through the formwork and is connected with a supporting keel on the lower portion of the formwork. The rubber ring is sleeved on the vertical part and is in contact sealing with the upper surface of the template; and the sealing rubber strip is arranged between the contact surfaces of the template and the prefabricated laminated slab. The prefabricated laminated slab and the cast-in-place slab strip formwork form a whole in a screw opposite-pulling mode, the rubber ring and the sealing rubber strip are arranged on the contact face which may leak slurry, the slurry leakage phenomenon is well avoided, and then the hidden danger of water seepage is prevented.

Description

TECHNICAL FIELD

[0001] The utility model relates to the field of laminated slab construction technology, and particularly relates to a laminated slab belt reinforcing component capable of avoiding slurry leakage. BACKGROUND

[0002] In building assembly construction, laminated slabs are widely used in residential buildings, public buildings, and industrial and warehouse buildings, and are formed by combining a prefabricated laminated slab bottom plate with a cast-in-place concrete layer. The traditional construction method is to use a formwork under a scaffold for support and reinforcement. In the actual installation process, it is inevitable that a gap will be generated at the overlapping joint between the laminated slab and the cast-in-place slab belt. If no measures are taken during the concrete pouring process, slurry leakage will occur at the overlapping gap between the laminated slab and the cast-in-place slab belt under the action of construction load and concrete vibration. In addition, under the extrusion action of the slurry, the formwork is prone to deformation, and after the formwork is removed, there will be slurry floating at the joint between the formwork and the prefabricated laminated slab, which affects the visual quality. SUMMARY

[0003] The technical problem to be solved by the utility model is to provide a laminated slab belt reinforcing component capable of avoiding slurry leakage.

[0004] To solve the above technical problems, the utility model adopts the following technical scheme:

[0005] A laminated slab belt reinforcing component capable of avoiding slurry leakage comprises:

[0006] A T-shaped reinforcing piece comprises a horizontal portion and a vertical portion. The end of the horizontal portion is supported at the edge of a prefabricated laminated slab, and the bottom of the vertical portion passes through a formwork and is connected to a support keel at the lower part of the formwork.

[0007] A rubber ring is sleeved on the vertical portion and is in contact with the upper surface of the formwork to seal.

[0008] A sealing rubber strip is arranged between the contact surface of the formwork and the prefabricated laminated slab.

[0009] Further, the T-shaped reinforcing piece comprises a T-shaped reinforcing steel bar, an internal thread sleeve, a vertical screw rod, a clip, and a nut.

[0010] The T-shaped reinforcing steel bar comprises a horizontal steel bar and a vertical steel bar. The vertical steel bar is connected perpendicularly to the middle part of the horizontal steel bar. The bottom of the vertical steel bar is connected to the top of the internal thread sleeve, the bottom of the internal thread sleeve is threadedly connected to the vertical screw rod, and the clip and the nut are connected to the bottom of the vertical screw rod.

[0011] Further, the circumferential surface of the vertical steel bar of the T-shaped reinforcing steel bar is provided with threads, and the vertical steel bar is threadedly connected to the top of the internal thread sleeve.

[0012] Further, the clip is a mountain-shaped clip.

[0013] Furthermore, the sealing strip is a sponge strip.

[0014] According to the technical solution provided by this utility model, the precast composite slab and the cast-in-place slab with formwork are formed into a whole by tie rods. Rubber rings and sealing strips are set on the contact surfaces where grout leakage may occur, which effectively avoids grout leakage and thus prevents water seepage hazards. Attached Figure Description

[0015] The accompanying drawings are provided to further illustrate the present invention and form part of this application. The illustrative embodiments of the present invention and their descriptions are used to explain the present invention and do not constitute an undue limitation of the present invention.

[0016] Figure 1 This is a structural schematic diagram of the composite plate strip reinforcing component described in this utility model;

[0017] Figure 2 This is a reference diagram showing the usage state of the composite plate and strip reinforcement component described in this utility model.

[0018] In the diagram, 1-T-shaped reinforcing bar, 2-internal threaded sleeve, 3-vertical screw, 4-clamp, 5-nut, 6-rubber ring, 7-sealing strip, 8-precast composite slab, 9-formwork, 10-supporting keel, 11-cast-in-place slab strip. Detailed Implementation

[0019] To enable those skilled in the art to better understand this utility model, the present utility model will be further described clearly and completely below with reference to the accompanying drawings and embodiments. It should be noted that, unless otherwise specified, the embodiments and features in the embodiments of this application can be combined with each other.

[0020] The present invention provides a typical embodiment of a composite slab reinforcement component for preventing grout leakage, comprising a T-shaped reinforcement member, a rubber ring 6, and a sealing strip 7.

[0021] The T-shaped reinforcement includes a horizontal part and a vertical part. The end of the horizontal part is supported on the edge of the prefabricated composite plate 8, and the bottom of the vertical part passes through the template 9 and is connected to the support keel 10 at the bottom of the template 9.

[0022] The rubber ring 6 is fitted onto the vertical part and seals in contact with the upper surface of the template 9. The rubber ring 6 is used to seal the vertical part of the T-shaped reinforcement that penetrates the template 9, and a conical rubber ring is preferred.

[0023] The sealing rubber strip 7 is arranged between the contact surface of the formwork 9 and the prefabricated composite slab 8, and can seal the contact surface of the formwork 9 and the prefabricated composite slab 8, and the sealing rubber strip is preferably a sponge rubber strip, which can tightly adhere to the surface of the composite slab, so as to avoid slurry leakage and uneven concrete surface after the formwork is removed.

[0024] The composite slab strip reinforcing component provided by the embodiment can form a downward pulling fixing mode through the T-shaped reinforcing member and the formwork system, and does not need a traditional scaffold and a formwork support system, so that the construction process can be simplified, the labor and turnover material input can be reduced, and the construction period can be shortened.

[0025] The rubber ring 6 and the sealing rubber strip 7 are arranged on the contact surface, and the uneven bottom surface of the composite slab is tightly adhered to the sealing material through the self weight of the component and the screw tightening pressure, so that dynamic sealing is realized, and slurry leakage during concrete vibration is prevented.

[0026] In a preferred embodiment, the T-shaped reinforcing member comprises a T-shaped reinforcing steel bar 1, an inner thread sleeve 2, a vertical screw rod 3, a clip 4 and a nut 5.

[0027] The T-shaped reinforcing steel bar 1 comprises a horizontal steel bar and a vertical steel bar, and the vertical steel bar is connected to the middle part of the horizontal steel bar in a perpendicular mode; the bottom part of the vertical steel bar is connected to the top part of the inner thread sleeve 2, the bottom part of the inner thread sleeve 2 is threadedly connected to the vertical screw rod 3, and the clip 4 is preferably a mountain-shaped clip, and the mountain-shaped clip and the nut 5 are connected to the bottom part of the vertical screw rod 3.

[0028] In the embodiment, the vertical screw rod 3, the clip 4 and the nut 5 are connected through standardized threads, can be repeatedly disassembled and recycled, can significantly reduce the construction cost, reduce material waste and improve turnover efficiency.

[0029] In a further preferred embodiment, the circumferential surface of the vertical steel bar of the T-shaped reinforcing steel bar is provided with threads, and the vertical steel bar is threadedly connected to the top part of the inner thread sleeve 2.

[0030] The process of using the composite slab strip reinforcing component in construction is described in detail below.

[0031] The actual size of the prefabricated composite slab 8 is measured, and the size of the support furring 10 is then processed according to actual requirements. In the composite slab strip reinforcing component, the T-shaped reinforcing steel bar 1 is made of threaded steel bar, and can be made of on-site excess steel bar. The inner thread sleeve is a double-sided inner thread sleeve with a specification of M12, the rubber ring is a conical rubber ring, the vertical screw rod is a round 12 steel bar with M12 thread sleeves on both sides, and the clip is a mountain-shaped clip.

[0032] The installation process is as follows: the prefabricated composite slab 8 is hoisted to the position according to the drawing requirements, and is leveled and aligned; the cast-in-place slab belt is provided with a formwork 9, sponge rubber strips are arranged at the contact position of the formwork 9 and the prefabricated composite slab 8; a hole (Φ14@1000) is formed in the formwork 9, and the lower-pulling composite slab belt reinforcing member is arranged; the cast-in-place slab belt is provided with embedded pipes and bound reinforcement; and the concrete is poured after the concealed acceptance.

[0033] The hoisting process of the prefabricated composite slab 8 is as follows: the prefabricated composite slab 8 is hoisted by using a lifting frame, the lifting frame is welded by channel steel, and the size is 2m*1m. The lifting points need to be symmetrical and uniform, the steel wire rope is straightened before lifting, the lifting speed of the tower crane is 0.5m / s, and the prefabricated composite slab 8 is hoisted to the position above the position at a uniform speed and safely.

[0034] Before hoisting, the composite slab support system is erected on the floor, the top is provided with 100mm*100mm wooden square, and the wooden support keel elevation is adjusted. The prefabricated composite slab positioning line is measured and placed on the top of the concrete prefabricated wall plate or the prefabricated beam in advance, the prefabricated composite slab 8 is hoisted and stopped at the position 500mm away from the wall top, the workers guide the floor to fall to the wooden support keel according to the positioning line, the T-shaped reinforcing steel bars 1 are attached to the edges of the prefabricated composite slab 8, and the prefabricated composite slab 8 extends into the beam or wall edge line by 15mm on each side; the prefabricated composite slab 8 is stably positioned on the support system, and then the lifting hooks can be removed.

[0035] The pouring process of the concrete is as follows: after the floor steel bar is bound, the concrete is poured to form the cast-in-place slab belt 11. The sealing rubber strips 7 are placed at the wing end of the formwork 9, and the edges of the prefabricated composite slab are placed on the sealing rubber strips 7. Under the action of the self-weight of the prefabricated composite slab 8, even if the bottom of the composite slab is uneven, the sealing rubber strips 7 can still be extruded and compacted, and the leakage of the concrete is effectively prevented.

[0036] The scope of protection of the utility model is not limited to the above specific embodiments, for those skilled in the art, the utility model can have various modifications and changes, and any modification, improvement and equivalent replacement within the concept and principle of the utility model should be included in the protection scope of the utility model.

Claims

1. A laminated board web reinforcing member that avoids slurry leakage, characterized by The utility model relates to a prefabricated composite slab reinforcing device, comprising: a T-shaped reinforcing member, including a horizontal portion and a vertical portion, the end of the horizontal portion is supported on the edge of the prefabricated composite slab, the bottom of the vertical portion penetrates through the formwork and is connected with the support joist at the lower part of the formwork; a rubber ring, sleeved on the vertical portion and in contact with the upper surface of the formwork; a sealing rubber strip, arranged between the formwork and the contact surface of the prefabricated composite slab.

2. The lamination panel strip reinforcing member of claim 1, wherein: The T-shaped reinforcing member comprises a T-shaped reinforcing steel bar, an inner sleeve, a vertical screw rod, a clip and a nut. The T-shaped reinforcing steel bar comprises a horizontal steel bar and a vertical steel bar, the vertical steel bar is connected perpendicularly to the middle part of the horizontal steel bar, the bottom of the vertical steel bar is connected with the top of the inner sleeve, the bottom of the inner sleeve is threadedly connected with the vertical screw rod, and the clip and the nut are connected to the bottom of the vertical screw rod.

3. A laminated veneer lumber band reinforcing member according to claim 2, wherein: The circumferential surface of the vertical steel bar of the T-shaped reinforcing steel bar is provided with threads, and the vertical steel bar is threadedly connected with the top of the inner sleeve.

4. A laminated veneer lumber band reinforcing member according to claim 2 or 3, characterized in that: The clip is a mountain-shaped clip.

5. The lamination panel strip reinforcement member of claim 4, wherein: The sealing rubber strip is a sponge rubber strip.

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