Horizontal transportation device for delivering large steel beams through reserved small holes in side wall of anti-radiation area

Abstract

The utility model discloses a horizontal transportation device for delivering a large steel beam at a small hole reserved in a side wall of an anti-radiation area, which comprises an iron plate connecting piece, an upper flange plate connecting piece and a lower flange plate connecting piece, the hanging ring is connected to the iron plate connecting piece; the triangular scaffold body is located on the indoor side of the reserved hole and tightly attached to the reserved hole, and a hand-drive block connected to the triangular scaffold body pulls a hanging ring so as to horizontally pull and convey the steel beam to be conveyed to the sliding steel pipe slope conveying mechanism. The sliding steel pipe slope conveying mechanism is located on the indoor side of the reserved hole and located between the bottom of the reserved hole and the indoor ground and used for sliding the steel beam to be conveyed to the indoor ground from the reserved hole. The I-shaped steel portal is located on the indoor side of the reserved hole, and a hand-drive block connected to the I-shaped steel portal pulls a hanging ring to achieve horizontal displacement of the to-be-transported steel beam on the indoor ground. The operation difficulty of horizontal transportation construction of the indoor steel beam through the small hole is well controlled, construction convenience is guaranteed, and the construction cost can be controlled.

Description

TECHNICAL FIELD

[0001] The utility model relates to the technical field of building engineering construction especially relates to a horizontal transport device of preventing radiation area side wall reserved small -size hole delivery large -scale steel beam. BACKGROUND

[0002] With the progress of social technology and the need of city medical condition renewal iteration, more and more special hospital projects are being implemented in large quantities, in the construction process of the heavy ion proton equipment technology hospital, there are many treatment rooms in the radiation area, and the concrete structure of the radiation area has the hidden danger of radiation leakage to the human body, therefore, the concrete wall of the radiation area must be integrally poured, and the setting of construction joints and reserved holes is avoided as much as possible, to reduce the hidden danger of radiation leakage caused by the reservation of construction joints and reserved holes.

[0003] The treatment room in the radiation area is an indoor closed space, cannot reserve large-scale reserved holes, and there are many large-scale equipment in the room that need to be hoisted, therefore, the installation of steel beams is one of the most important steps, and the transportation of steel beams from the outdoor to the indoor is a difficult problem, because the volume and weight of the steel beams are large, the hoisting method is often used for the hoisting of the steel beams.

[0004] The current hoisting machine equipment generally adopts tower crane and crane, although it can meet certain construction needs, but in the harsh environment of indoor closed space, it is impossible to implement hoisting well. UTILITY MODEL CONTENTS

[0005] In order to overcome the shortcomings of the prior art, the utility model wants to solve the technical problem of providing a horizontal transport device of preventing radiation area side wall reserved small -size hole delivery large -scale steel beam, which can better control the operation difficulty of indoor steel beam horizontal transport construction through small -size hole, ensure the construction convenience, strong operability, safety and stability, and can control the construction cost.

[0006] In order to achieve the above object, the utility model provides a horizontal transport device of preventing radiation area side wall reserved small -size hole delivery large -scale steel beam, which comprises: a sheet connecting piece connected to the upper flange plate of the steel beam to be transported through an anchor bolt piece, a lifting ring connected to the sheet connecting piece, a triangular scaffold body located on one side of the reserved hole in the room and closely attached to the reserved hole, the lifting ring is pulled to horizontally pull and deliver the steel beam to be transported to the sliding steel pipe slope conveying mechanism through the manual chain block connected thereto, a sliding steel pipe slope conveying mechanism located on one side of the reserved hole in the room from the bottom of the reserved hole to the indoor floor, for sliding the steel beam to be transported from the reserved hole to the indoor floor, and an I-steel portal frame located on one side of the reserved hole in the room, the lifting ring is pulled to realize the horizontal displacement of the steel beam to be transported on the indoor floor through the manual chain block connected thereto.

[0007] Preferably, the anchor member comprises bolts passing through bolt holes in four corners of the iron plate connector and the upper flange plate of the steel beam to be transported, and nuts screwed with the bolts and located at the bottom of the upper flange plate of the steel beam to be transported.

[0008] Further, the lifting ring comprises a perforated iron plate fixedly connected to the top surface of the iron plate connector and arranged perpendicularly thereto, and a perforated U-shaped stainless steel round bar, and a pin passes through the perforated iron plate and the perforated U-shaped stainless steel round bar to connect the perforated U-shaped stainless steel round bar and the perforated iron plate.

[0009] Further, one end of the pin has a diameter larger than that of the through hole at the end of the perforated U-shaped stainless steel round bar, the other end of the pin has external threads, the through hole at the end of the perforated U-shaped stainless steel round bar has internal threads screwed with the external threads of the pin, and the pin is screwed into the perforated U-shaped stainless steel round bar to form a fixed connection.

[0010] Preferably, the sliding steel pipe inclined ramp conveying mechanism comprises a tripod body composed of steel pipes, and sliding steel pipes rotatably connected to the inclined surface of the tripod body by rotating fasteners, the distance between the sliding steel pipes is 100 mm, and the slope of the inclined surface of the tripod body is 20-30 degrees.

[0011] Preferably, the height of the I-beam portal frame is 2 m, the two feet of the I-beam portal frame are provided with horizontally arranged I-beams, and the flange plates of the horizontally arranged I-beams are arranged vertically to the ground; and inclined triangular steel plates are arranged at the two internal corners formed by the cross beam and the vertical beam of the I-beam portal frame.

[0012] Further, the bottom of the triangular scaffold body is provided with wooden pads.

[0013] Compared with the prior art, the horizontal transportation device for delivering large steel beams through small holes in the radiation area side wall has at least the following beneficial effects:

[0014] 1. The triangular scaffold body and the I-beam portal frame are used as the force points of the steel beam horizontal transportation device, and the sliding steel pipes provide a good platform for the horizontal transportation of the steel beam. The iron plate connector is arranged on the upper flange plate of the steel beam to be transported, and is fixed on the upper flange plate of the steel beam by bolt connection, so as to form a stable connection with the manual hoist and the crane. The manual hoist is installed on the top of the triangular scaffold body and the top of the I-beam portal frame, respectively. By appropriately pulling the manual hoist, the horizontal transportation of the steel beam is realized.

[0015] 2. The device can realize the horizontal transportation of the steel beam through the construction reserved hole multiple times indoors, and the operation is relatively simple, which can reduce the operation difficulty of indoor steel beam installation and construction, is convenient for construction, and can better control the construction cost.

[0016] 3. The indoor side wall reserved small hole horizontal transportation device can better control the operation difficulty of horizontally transporting the steel beam from the outdoor to the indoor, ensures the construction convenience, and has high operability. BRIEF DESCRIPTION OF DRAWINGS

[0017] In order to more clearly illustrate the technical scheme of the present application, the following will briefly introduce the drawings needed to be used in the embodiments or prior art description. Obviously, the drawings described in the following description are only some embodiments of the present application, and for those skilled in the art, other drawings can be obtained without creative labor on the basis of these drawings.

[0018] Figure 1 The structure diagram of the reserved hole of the horizontal transportation device for delivering the large steel beam through the small hole reserved in the side wall of the radiation protection area;

[0019] Figure 2 The structure diagram of the indoor floor horizontal transportation of the horizontal transportation device for delivering the large steel beam through the small hole reserved in the side wall of the radiation protection area;

[0020] Figure 3 The side view of the present application; Figure 2

[0021] Figure 4 The connection diagram of the ring and the iron plate connecting piece of the present application;

[0022] Figure 5 The structure diagram of the triangular scaffold body of the present application;

[0023] Figure 6 The structure diagram of the sliding steel pipe inclined slope conveying mechanism of the present application.

[0024] Wherein, 1 is a steel beam to be transported, 2 is a triangular scaffold body, 3 is a sliding steel pipe, 4 is a manual hoist, 5 is a ring, 51 is a perforated iron plate, 52 is a perforated U-shaped stainless steel round bar, 53 is a bolt, 6 is an iron plate connecting piece, 7 is an I-beam portal, 8 is a bolt, 9 is a triangular frame body. DETAILED DESCRIPTION

[0025] The technical scheme in the embodiments of the present application will be described clearly and completely in combination with the drawings in the embodiments of the present application. Obviously, the described embodiments are only some embodiments of the present application, not all the embodiments. Based on the embodiments in the present application, all the other embodiments obtained by those skilled in the art without creative labor belong to the protection scope of the present application.

[0026] The following will be described in combination with Figures 1-6 ​The utility model discloses a horizontal transport device of small -size hole of radiation -proof area side wall reservation delivery large -scale steel roof beam.

[0027] The horizontal transport device of small -size hole of radiation -proof area side wall reservation delivery large -scale steel roof beam of the utility model includes the iron sheet connecting piece 6 of being connected on the top surface of the upper flange plate of the steel roof beam 1 of being transported, the lifting ring 5 of being connected with the iron sheet connecting piece 6, the sliding steel pipe slope conveying mechanism of being located at the indoor one side of the reserved hole, the triangular scaffold body 2 and the I -steel portal 7. Wherein, the triangular scaffold body 2 pulls the lifting ring 5 to horizontally pull and send the steel roof beam 1 of being transported to the sliding steel pipe slope conveying mechanism by the manual hoist 4 connected on it. The sliding steel pipe slope conveying mechanism is located between the bottom of the reserved hole to the indoor ground, and is used for sliding the steel roof beam 1 of being transported from the reserved hole to the indoor ground, and the I -steel portal 7 pulls the lifting ring 5 to realize the horizontal displacement of the steel roof beam 1 on the indoor ground by the manual hoist 4 connected on it.

[0028] The iron sheet connecting piece 6 is connected with the lifting hook of the manual hoist 4 through the lifting ring 5 and is used for horizontally pulling and sending the steel roof beam. The iron sheet connecting piece 6 is connected with the lifting hook of the crane through the lifting ring 5, and the lifting hook of the crane hangs the lifting ring 5 to lift and transfer the steel roof beam upward. The bottom of the lower flange plate of the steel roof beam 1 (the steel roof beam of needing horizontal transportation) is provided with the sliding steel pipe 3, and the sliding steel pipe 3 provides a good transport platform for the steel roof beam, which can avoid horizontal dragging and transporting the steel roof beam 3 directly on the ground, and the sliding steel pipe 3 can improve the horizontal transportation efficiency of the steel roof beam.

[0029] The anchor bolt of the utility model includes the bolt 8 of being threaded into the bolt hole of the four corner portions of the iron sheet connecting piece 6 and the upper flange plate of the steel roof beam 1 to be transported, and the nut of being screwed with the bolt 8 and being located at the bottom of the upper flange plate of the steel roof beam 1 to be transported. The iron sheet connecting piece 6 on the upper flange plate of the steel roof beam 1 to be transported is connected and stabilized by the nut and the bolt 8. The bolt 8 is threaded into the reserved hole on the iron sheet connecting piece 6 and the upper flange plate of the steel roof beam 1 to be transported, and the other end of the bolt 8 is screwed with the matched nut to fix and connect the iron sheet connecting piece 6 and the steel roof beam 1 to be transported.

[0030] The steel roof beam 1 to be transported is lifted and transferred to the vicinity of the reserved small -size hole by the crane, and the spatial orientation of the steel roof beam is adjusted manually, so that the steel roof beam is substantially perpendicular to the wall surface of the reserved hole and enters the hole. The steel roof beam is first placed on the hole platform surface.

[0031] The iron plate connecting piece 6 is a factory prefabricated iron plate piece with a thickness of 20 mm. The lifting ring 5 connected to the iron plate connecting piece 6 comprises a perforated iron plate 51 fixedly connected to the top surface of the iron plate connecting piece 6 and arranged vertically thereto, and a perforated U-shaped stainless steel round bar 52, and a pin 53 is inserted through the perforated iron plate 51 and the perforated U-shaped stainless steel round bar 52 to connect the perforated U-shaped stainless steel round bar 52 and the perforated iron plate 51. One end of the pin 53 has a diameter larger than the through hole at the end of the perforated U-shaped stainless steel round bar 52, and the other end of the pin 53 has external threads, and the through hole at the end of the perforated U-shaped stainless steel round bar 52 has internal threads for screwing with the external threads, and the pin 53 is screwed into the perforated U-shaped stainless steel round bar 52 to form an effective fixed connection. The lifting ring 5 can be connected to the manual hoist 4 and the crane. The crane hoists the steel beam 1 to be transported to the reserved hole, and adjusts the spatial position of the steel beam 1 to be transported to be perpendicular to the wall surface of the reserved hole, and then delivers it to the position of the triangular scaffold body 2 close to the wall surface of the reserved hole on the indoor side of the reserved hole.

[0032] The triangular scaffold body 2 is erected close to the wall surface of the reserved hole on the indoor side of the reserved hole. The manual hoist 4 is arranged on the triangular scaffold body 2, and the hook of the manual hoist 4 is connected to the lifting ring 5 of the iron plate connecting piece 6 on the steel beam 1 to be transported to pull the steel beam. The bottom of the triangular scaffold body 2 is provided with wooden pads, and a sliding steel pipe slope conveying mechanism is arranged from the bottom of the reserved hole to the indoor floor on the indoor side of the reserved hole.

[0033] The sliding steel pipe slope conveying mechanism comprises a triangular frame body 9 composed of steel pipes, and sliding steel pipes 3 rotatably connected to the inclined surface of the triangular frame body 9 by rotating fasteners. The distance between the sliding steel pipes 3 on the sliding steel pipe slope conveying mechanism is 100 mm, and the slope of the inclined surface of the triangular frame body 9 is 20-30 degrees. The steel beam 1 to be transported is always pulled by the manual hoist 4 on the triangular scaffold body 2 until the steel beam 1 to be transported is smoothly moved to the sliding steel pipes 3 on the horizontal ground.

[0034] After the manual hoist 4 arranged on the triangular scaffold body 2 pulls the steel beam 1 to be transported into position, the manual hoist 4 is moved to the sliding steel pipe slope conveying mechanism, and the manual hoist 4 on the triangular scaffold body 2 pulls the lifting ring 5 on the steel beam 1 to be transported to realize the displacement of the steel beam 1 to be transported on the sliding steel pipe slope conveying mechanism. When the steel beam 1 to be transported is pulled to the horizontal sliding steel pipes 3 at the bottom of the sliding steel pipe slope conveying mechanism, the manual hoist 4 on the triangular scaffold body 2 is removed and replaced with the manual hoist 4 on the I-shaped steel portal 7 to continue pulling, realizing the horizontal displacement of the steel beam 1 to be transported on the indoor floor.

[0035] Among them, the I-beam gantry 7 of the present invention is welded together by a 16# horizontal I-beam, two 16# vertical I-beams and two 20# horizontal I-beams. The height of the I-beam gantry 7 is 2m. The two feet of the I-beam gantry 7 are provided with horizontally arranged I-beams. The horizontally arranged I-beams are 6m long 20# I-beams. The flange plates of the horizontally arranged I-beams are placed vertically on the ground and form a firm fit with the ground. The two inner corners formed by the horizontal beam (horizontal I-beam) and the vertical beam (vertical I-beam) of the I-beam gantry 7 are provided with oblique triangular steel plates and haunches to increase the overall stability of the I-beam gantry 7. The reasonable height-to-width ratio setting of the I-beam gantry 7 can ensure that there is no risk of movement or even overturning when pulling the steel beam 1 to be transported.

[0036] The sliding steel pipes 3 used to transport the steel beam 1 to be transported are all φ50*2.5mm steel pipes. The horizontally arranged sliding steel pipes 3 are spaced 300mm-500mm apart and can roll along with the horizontal displacement of the steel beam 1 to be transported.

[0037] Below, refer to Figure 1 and Figure 6 Combined with the description of the above structural features, the method of using the horizontal transport device of the present invention, which reserves a small hole in the side wall of the radiation protection area to deliver large steel beams, is briefly described:

[0038] (1) When erecting the triangular scaffolding body 2, wooden blocks are placed at the bottom of the oblique steel pipes, and the steel pipes are firmly connected with fasteners. After the triangular scaffolding body 2 is erected, a manual hoist 4 is placed on its upper part.

[0039] (2) An iron plate connector 6 is set at the corresponding position of the upper flange plate of the steel beam 1 to be transported. The iron plate connector 6 is connected to the steel beam 1 to be transported by an anchor bolt. The position of the iron plate connector 6 set on the upper flange plate of the steel beam 1 to be transported can meet the requirements of crane lifting (the iron plate connector 6 is set at the middle position of the end of the total length of 1 / 4-1-3 of the steel beam 1 to be transported), which can ensure that the steel beam 1 to be transported can be safely transported to the reserved opening. At the same time, the position of the iron plate connector 6 can be conveniently connected to the manual hoist 4 on the triangular scaffolding body 2 erected indoors.

[0040] (3) When the steel beam 1 to be transported is delivered to the room with the reserved opening by the outdoor crane, the manual hoist 4 provided on the triangular scaffolding body 2 is immediately connected to the lifting ring 5 on the iron plate connector 6 of the steel beam 1 to be transported, and the manual hoist 4 is slowly pulled to move the steel beam 1 to be transported onto the sliding steel pipe 3 of the sliding steel pipe slope transmission mechanism, and the steel beam 1 to be transported is slowly pulled to the sliding steel pipe 3 on the horizontal ground indoors.

[0041] (4) the manual hoist 4 on the I-shaped steel portal 7 is connected with the lifting ring 5 on the iron plate connecting piece 6 of the steel beam 1 to be transported, and slowly pulls the steel beam 1 to be transported on the sliding steel pipe 3 on the indoor horizontal ground to the target position. In this way, the target of transporting the steel beam indoors horizontally through the small hole reserved in the side wall outdoors is achieved.

[0042] The above merely describes specific implementation manners of the present application, but the protection scope of the present application is not limited to this. Any person skilled in the art can understand the transformation or replacement within the technical range disclosed by the present application, and the transformation or replacement should be covered in the inclusive scope of the present application.

Claims

1. A horizontal transport device for delivering large steel beams with a small opening reserved in the side wall of a radiation protection area, characterized in that: include: The iron plate connector is connected to the upper flange plate of the steel beam to be transported through anchor bolts; A lifting ring connected to the iron plate connecting piece; The triangular scaffolding body is located on one side of the reserved hole indoors and is close to the reserved hole. The manual hoist connected to the triangular scaffolding body pulls the lifting ring to horizontally pull the steel beam to be transported to the sliding steel pipe slope transmission mechanism; The sliding steel pipe ramp conveying mechanism is located on the indoor side of the reserved hole, between the bottom of the reserved hole and the indoor floor, and is used to slide the steel beams to be transported from the reserved hole to the indoor floor; The I-beam gantry is located on one side of the reserved opening indoors, and the manual hoist connected thereto is used to pull the lifting ring to achieve horizontal displacement of the steel beam to be transported on the indoor ground.

2. The horizontal transport device for delivering large steel beams through a small opening reserved in the side wall of the radiation protection area according to claim 1 is characterized in that: The anchor bolts include bolts passing through the four corners of the iron plate connector and bolt holes opened on the upper flange plate of the steel beam to be transported, and nuts threadedly connected to the bolts and located at the bottom of the upper flange plate of the steel beam to be transported.

3. The horizontal transport device for delivering large steel beams through a small hole reserved in the side wall of the radiation protection area according to claim 1 is characterized in that: The lifting ring includes a perforated iron plate and a perforated U-shaped stainless steel rod fixedly connected to the top surface of the iron plate connector and arranged vertically therewith, and a pin passes through the perforated iron plate and the perforated U-shaped stainless steel rod to connect the perforated U-shaped stainless steel rod and the perforated iron plate.

4. The horizontal transport device for delivering large steel beams through a small opening reserved in the side wall of the radiation protection area according to claim 3 is characterized in that: The diameter of one end of the pin is larger than the through hole at the end of the perforated U-shaped stainless steel round rod, the other end of the pin has an external thread, the through hole at the end of the perforated U-shaped stainless steel round rod has an internal thread threadedly connected to the external thread, and the pin is screwed into the perforated U-shaped stainless steel round rod to form a fixed connection.

5. The horizontal transport device for delivering large steel beams through a small opening reserved in the side wall of the radiation protection area according to claim 1 is characterized in that: The sliding steel pipe slope transmission mechanism includes a tripod body composed of steel pipes, and a sliding steel pipe rotatably connected to the inclined surface of the tripod body through a rotating fastener. The spacing between the sliding steel pipes is 100 mm, and the slope of the inclined surface of the tripod body is 20 degrees to 30 degrees.

6. The horizontal transport device for delivering large steel beams through a small opening reserved in the side wall of the radiation protection area according to claim 1 is characterized in that: The height of the I-beam gantry is 2m. The two feet of the I-beam gantry are provided with horizontally arranged I-beams, and the flange plates of the horizontally arranged I-beams are placed vertically on the ground; oblique triangular steel plates are provided at the two inner corners formed by the horizontal beam and the vertical beam of the I-beam gantry.

7. The horizontal transport device for delivering large steel beams through a small opening reserved in the side wall of the radiation protection area according to claim 1 is characterized in that: A wooden pad is provided at the bottom of the triangular scaffold body.

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