Overlong concrete terrace suspension rail type groove broaching construction device

Abstract

In order to solve the problem that in the prior art, pure manual groove broaching with tools is not beneficial to quality control, the utility model provides an overlength concrete terrace suspension rail type groove broaching construction device which comprises an aluminum alloy groove broaching plate used for conducting groove broaching treatment on the upper surface of an overlength concrete terrace. A plurality of groove broaching protruding feet are arranged on the lower side of the aluminum alloy groove broaching plate at intervals in the width direction of the aluminum alloy groove broaching plate, the aluminum alloy groove broaching plate is placed on the upper surface of the ultra-long concrete terrace, and the width of the aluminum alloy groove broaching plate is the same as that of a groove section area arranged on the upper surface of the ultra-long concrete terrace. The overlength concrete terrace suspension rail type groove broaching construction device is reasonable in overall design and simple in structure, the labor intensity of constructors is reduced, the groove broaching construction quality is improved, effective correction is not needed after groove broaching is completed, and the construction efficiency is improved. The groove broaching construction efficiency of the ultra-long concrete terrace is improved, and great convenience is brought to anti-skid construction work of the ultra-long concrete terrace.

Description

TECHNICAL FIELD

[0001] The utility model belongs to the floor groove technology field of concrete, especially relates to a super long concrete floor suspension rail type groove construction device. BACKGROUND

[0002] Floor refers to the use of specific materials and process to the original ground construction treatment and show certain decorative and functional ground, such as epoxy self-leveling floor, carborundum wear-resistant floor, epoxy terrazzo floor, cement-based terrazzo, epoxy color sand floor, epoxy antistatic floor, epoxy nonslip floor, polyurea anticorrosive floor, polyurethane floor, silicon PU floor, concrete sealing curing agent floor and so on.

[0003] In order to effectively improve the safety performance of floor, reduce the occurrence of slipping accident, protect the livestock such as cattle and pig from slipping, especially the ground water icing in winter, the anti-skid groove has the performance of anti-skid safety, and it is needed to do anti-skid treatment on the floor, and the anti-skid groove ground is needed to be set according to the requirement, and the animal feeding channel and animal transfer channel are usually subjected to anti-skid treatment.

[0004] In the prior art, the measures such as pulling, grooving and laying anti-skid pad are usually used to carry out anti-skid operation on the floor, but with the continuous improvement of construction technology, the construction unit also continuously improves the demand for anti-skid standard.

[0005] At present, when the concrete floor is subjected to groove treatment, the conventional groove construction mode is to complete the groove by the construction personnel equipped with aluminum alloy groove plate, the aluminum alloy groove plate is placed on the surface of the poured concrete floor, then the operator pulls the aluminum alloy groove plate to slide on the surface of the poured concrete floor, the aluminum alloy groove plate is temporarily limited in the groove direction by the square steel pipe, and the groove spacing is controlled, this groove mode not only improves the labor intensity of the construction personnel, but also reduces the groove construction quality, the groove needs to be effectively corrected after completion, the groove construction efficiency of the super long concrete floor is reduced, and great inconvenience is brought to the anti-skid construction work of the super long concrete floor. UTILITY MODEL CONTENTS

[0006] In order to effectively improve the groove construction quality and improve the groove construction efficiency of the super long concrete floor, the utility model provides a super long concrete floor suspension rail type groove construction device.

[0007] The technical scheme of the super long concrete floor suspension rail type groove construction device of the utility model is as follows:

[0008] A super long concrete floor suspension rail type groove construction device, characterized in that, comprising

[0009] An aluminum alloy slotting plate for slotting treatment on the upper surface of an ultra-long concrete pavement, a plurality of slotting feet are arranged on the lower side of the aluminum alloy slotting plate along the width thereof, the aluminum alloy slotting plate is placed on the upper surface of the ultra-long concrete pavement, and the width is the same as the width of the slot section area arranged on the upper surface of the ultra-long concrete pavement;

[0010] A sliding structure capable of sliding the aluminum alloy slotting plate on the upper surface of the ultra-long concrete pavement along the length direction thereof, the sliding structure comprises a first sliding structure and a second sliding structure, the first sliding structure is arranged at one side of the aluminum alloy slotting plate, and the second sliding structure is arranged at the other side of the aluminum alloy slotting plate;

[0011] A winch for driving the aluminum alloy slotting plate to slide along the sliding structure and perform slotting operation on the upper surface of the ultra-long concrete pavement, the steel wire rope of the winch is connected with the pulley arranged in the middle of the aluminum alloy slotting plate.

[0012] Further, the first sliding structure comprises a first guide rail and a first sliding seat, the first guide rail is fixedly installed on the cowshed wall through expansion bolts, and the first sliding seat is welded at one side of the aluminum alloy slotting plate through a first adapter in an overall L shape, and a first sliding groove capable of sliding along the first guide rail is formed in the length direction of the first sliding seat.

[0013] Further, the second sliding structure comprises a second guide rail and a second sliding seat, the second guide rail is fixedly installed on the U-shaped channel steel base through bolts, the U-shaped channel steel base is laid in the channel steel zipper groove arranged at one side of the ultra-long concrete pavement, and the second sliding seat is welded at the other side of the aluminum alloy slotting plate through a steel plate connector in an overall Z shape, and a second sliding groove capable of sliding along the second guide rail is formed in the length direction of the second sliding seat.

[0014] Further, the channel steel zipper groove is filled with fine sand particles on both sides of the U-shaped channel steel base.

[0015] The ultra-long concrete pavement suspension rail type slotting construction device has reasonable overall design, simple structure and convenient operation, effectively combines the sliding structure and the winch, reduces the labor intensity of construction personnel, improves the construction quality of slotting, does not need to be effectively corrected after slotting is completed, improves the slotting construction efficiency of the ultra-long concrete pavement, and brings great convenience to the anti-skid construction work of the ultra-long concrete pavement. BRIEF DESCRIPTION OF DRAWINGS

[0016] Fig. 1 It is a structural schematic view of the ultra-long concrete pavement suspension rail type slotting construction device.

[0017] Fig. 2 is a kind of super-long concrete floor suspended rail type slot construction device A enlarged view of the utility model.

[0018] Fig. 3 is a kind of super-long concrete floor suspended rail type slot construction device B enlarged view of the utility model.

[0019] Fig. 4 is a kind of super-long concrete floor suspended rail type slot construction device when the structure schematic diagram of winch pulls aluminium alloy slot plate. DETAILED DESCRIPTION

[0020] The utility model will be further explained in detail in connection with the drawings and specific embodiments.According to the following description and claims, the advantages and features of the utility model will be more clear.It should be noted that the drawings are all very simplified and all use non-precise scale, only to facilitate, clear and assist the purpose of explaining the embodiment of the utility model.

[0021] Example 1

[0022] Reference Figs. 1 to 4 , a kind of super-long concrete floor suspended rail type slot construction device of the embodiment, including aluminium alloy slot plate 100, sliding structure and winch 400.

[0023] Aluminium alloy slot plate 100 is used to carry out slot processing on the upper surface of super-long concrete floor 600, multiple slot protruding feet 110 are arranged at the lower side of aluminium alloy slot plate 100 along its width, aluminium alloy slot plate 100 is placed on the upper surface of super-long concrete floor 600, and the width is same with the slot section area width on the upper surface of super-long concrete floor 600.

[0024] Sliding structure can make aluminium alloy slot plate slide on the upper surface of super-long concrete floor 600 along its length direction, sliding structure includes first sliding structure 200 and second sliding structure 300, first sliding structure 200 is arranged at one side of aluminium alloy slot plate 100, and second sliding structure 300 is arranged at the other side of aluminium alloy slot plate 100.

[0025] Winch 400 is used to drive aluminium alloy slot plate 100 to slide along sliding structure and carry out slot operation on the upper surface of super-long concrete floor, the steel wire rope 800 of winch 400 is connected with the pulley 700 arranged in the middle of aluminium alloy slot plate 100, one end of the steel wire rope 800 is fixed on wall body, and the other end is connected with winch 400 by passing pulley 700.

[0026] The first sliding structure 200 comprises a first guide rail 210 and a first sliding base 220, the first guide rail 210 is fixedly installed on the cowshed wall 500 through expansion bolts 240, the first sliding base 220 is welded at one side of the aluminum alloy slotting plate 100 through a first adapter 230 in an overall L shape, and a first sliding groove 221 capable of sliding along the first guide rail 210 is formed on the first sliding base 220 along the length direction thereof.

[0027] The second sliding structure 300 comprises a second guide rail 310 and a second sliding base 320, the second guide rail 310 is fixedly installed on a U-shaped channel steel base 350 through bolts 340, the U-shaped channel steel base 350 is laid in a channel steel slotting groove 610 formed at one side of the super-long concrete ground 600, and the second sliding base 320 is welded at the other side of the aluminum alloy slotting plate 100 through a steel plate connector 330 in an overall Z shape, and a second sliding groove 321 capable of sliding along the second guide rail 310 is formed on the second sliding base 320 along the length direction thereof.

[0028] Fine sand particles 360 are filled in the channel steel slotting groove 610 and located at both sides of the U-shaped channel steel base 350, the fine sand particles 360 prevent the concrete from entering the channel steel slotting groove 610 during the pouring of the concrete ground, and the fine sand is removed after the pouring and slotting of the concrete ground, so that the channel steel slotting groove 610 is kept clean.

[0029] The super-long concrete ground suspension rail type slotting construction device of the embodiment has reasonable overall design, simple structure, and convenient operation, effectively combines the sliding structure and the winch, reduces the labor intensity of the construction personnel, improves the slotting construction quality, does not need to be effectively corrected after the slotting is completed, improves the slotting construction efficiency of the super-long concrete ground, and brings great convenience to the anti-skid construction work of the super-long concrete ground.

[0030] The above description is only the description of the preferred embodiment of the utility model, and does not limit the scope of the utility model, and any change and modification of the above description by the ordinary skilled in the art is within the protection scope of the claims.

Claims

1. An ultra-long concrete floor suspended rail type grooving construction device, characterized in that: include An aluminum alloy grooved plate (100) for groove processing the upper surface of an extra-long concrete floor (600), wherein a plurality of grooved protrusions (110) are provided at intervals along the width of the lower side of the aluminum alloy grooved plate (100), and the aluminum alloy grooved plate (100) is placed on the upper surface of the extra-long concrete floor, and has a width that is the same as the width of the groove section area arranged on the upper surface of the extra-long concrete floor; A sliding structure capable of enabling an aluminum alloy grooved plate to slide on the upper surface of an extra-long concrete floor along its length direction, the sliding structure comprising a first sliding structure (200) and a second sliding structure (300), wherein the first sliding structure (200) is arranged on one side of the aluminum alloy grooved plate (100), and the second sliding structure (300) is arranged on the other side of the aluminum alloy grooved plate (100); A hoist (400) is used to drive an aluminum alloy grooved plate (100) to slide along a sliding structure and perform a grooved operation on the upper surface of an extra-long concrete floor (600), wherein a steel wire rope (800) of the hoist (400) is connected to a pulley (700) arranged in the middle of the aluminum alloy grooved plate (100).

2. The ultra-long concrete floor suspended rail type grooving construction device according to claim 1, characterized in that: The first sliding structure (200) includes a first guide rail (210) and a first slide seat (220). The first guide rail (210) is fixedly mounted on the cowshed wall (500) via an expansion bolt (240). The first slide seat (220) is welded to one side of the aluminum alloy groove plate (100) via a first adapter (230) that is integrally L-shaped. A first slide groove (221) capable of sliding along the first guide rail (210) is provided on the first slide seat (220) along its length.

3. The ultra-long concrete floor suspended rail type grooving construction device according to claim 1, characterized in that: The second sliding structure (300) includes a second guide rail (310) and a second slide seat (320), wherein the second guide rail (310) is fixedly mounted on a U-shaped channel steel base (350) by means of bolts (340), wherein the U-shaped channel steel base (350) is laid in a channel steel zipper groove (610) provided on one side of the extra-long concrete floor (600), and the second slide seat (320) is welded to the other side of the aluminum alloy groove plate (100) by means of a steel plate connector (330) which is in the shape of a Z as a whole, and a second slide groove (321) which can slide along the second guide rail (310) is provided on the second slide seat (320) along its length direction.

4. The ultra-long concrete floor suspended rail type grooving construction device according to claim 3, characterized in that: Fine sand particles (360) are filled in the channel steel zipper groove (610) and on both sides of the U-shaped channel steel base (350).

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