CN215631634U - Super large reinforced concrete roof beam fixed steel bar support structure - Google Patents

Super large reinforced concrete roof beam fixed steel bar support structure Download PDF

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Publication number
CN215631634U
CN215631634U CN202121721078.4U CN202121721078U CN215631634U CN 215631634 U CN215631634 U CN 215631634U CN 202121721078 U CN202121721078 U CN 202121721078U CN 215631634 U CN215631634 U CN 215631634U
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steel bar
support structure
reinforced concrete
frame
level device
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CN202121721078.4U
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Chinese (zh)
Inventor
孙跃鹏
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Anhui Qixuan Construction Engineering Co ltd
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Fujian Shisheng Construction Engineering Co ltd
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Abstract

The utility model discloses a fixed steel bar support structure for an oversized reinforced concrete beam, which comprises a mounting plate, support rods and an outer steel bar frame, wherein the outer steel bar frame is mounted on two sides of the top of the mounting plate, a second sleeve rod is sleeved on the outer steel bar frame on the top of the first sleeve rod, an arrangement plate is mounted between the second sleeve rods, and a limit hole is formed in the arrangement plate. According to the utility model, the arrangement plates are arranged between the second sleeve rods, the reinforcing steel bar frames are arranged in the arrangement plates, when the reinforcing steel bar support needs to be installed, the second sleeve rods are placed on the outer reinforcing steel bar frame, the outer reinforcing steel bar frame is narrow at the top and wide at the bottom, and the rod holes of different second sleeve rods are different in size, so that different second sleeve rods can be clamped at different heights of the outer reinforcing steel bar frame for reinforcement.

Description

Super large reinforced concrete roof beam fixed steel bar support structure
Technical Field
The utility model relates to the technical field of steel bar supports, in particular to a fixed steel bar support structure for an oversized reinforced concrete beam.
Background
Along with the development of society, more and more high buildings are built, when some bigger concrete beams are built, a steel bar support needs to be used for supporting the large concrete beams, after the large concrete beams are formed, the steel bar support is dismantled, and then the large concrete beams are completely formed, so that 201520431129.8, which is a super-large steel bar concrete beam fixing steel bar support structure, is obtained through searching application No. 201520431129.8, but certain technical defects still exist, so that the super-large steel bar concrete beam fixing steel bar support structure is needed, and the super-large steel bar concrete beam fixing steel bar support structure is needed.
The existing steel bar support structure has the defects that:
1. the existing reinforcing steel bar support structure is troublesome to install and remove, and a large amount of time is wasted in the installation and removal processes;
2. most of the existing steel bar support structures only have one supporting mode, and certain limitation is possible when different working environments are met;
3. the existing reinforced concrete beam fixing reinforced support structure is likely to have poor effect of supporting a reinforced concrete beam due to the fact that support mounting is inclined when the existing reinforced support structure is installed, and therefore the existing problem is solved by the aid of the extra-large reinforced concrete beam fixing reinforced support structure.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a super-large reinforced concrete beam fixed steel bar support structure to solve the problems in the background technology.
In order to achieve the purpose, the utility model provides the following technical scheme: a fixed steel bar support structure for an oversized reinforced concrete beam comprises a mounting plate, supporting bars and an outer steel bar frame, wherein the four corners of the mounting plate are welded with the supporting bars, a first mounting seat is mounted on one side of the mounting plate, a first level device is mounted on the first mounting seat, a bearing bar is mounted at the bottom of the mounting plate, a connecting seat is mounted at the bottom of the bearing bar, the supporting bars are rotatably mounted on the connecting seat, a second mounting seat is mounted at the end part of the supporting bar, the outer steel bar frame is mounted on two sides of the top of the mounting plate, a first sleeve bar is mounted on the outer steel bar frame, a connecting block is mounted at the end part of the first sleeve bar, a second level device is mounted on the connecting block, a second sleeve bar is sleeved on the outer steel bar frame at the top of the first sleeve bar, an arrangement plate is mounted between the second sleeve bars, and a limiting hole is formed in the arrangement plate, and a third mounting seat is mounted at the bottom of the arrangement plate, and a third level device is mounted on one side of the third mounting seat.
Preferably, the limiting hole is internally provided with a reinforcing steel bar frame, and the limiting hole and the reinforcing steel bar frame are movably arranged.
Preferably, the second mounting seat is provided with a bearing plate, and the bearing plate is provided with a cushion pad.
Preferably, the outer reinforcing steel bar frame is of a structure with a narrow upper part and a wide lower part, and spiral grains are arranged on the outer reinforcing steel bar frame.
Preferably, the first level device, the second level device and the third level device are filled with level liquid, and middle lines are arranged in the first level device, the second level device and the third level device.
Preferably, the first loop bar and the outer frame of the steel bar are in a vertical state, and the first loop bar is stabilized through glue.
Preferably, the bolts are installed on two sides of the bottom of the bearing strip, and the bearing strip is fixed through the bolts.
Compared with the prior art, the utility model has the beneficial effects that:
1. according to the utility model, the arrangement plates are arranged between the second sleeve rods, the reinforcing steel bar frames are arranged in the arrangement plates, when the reinforcing steel bar support needs to be installed, the second sleeve rods are placed on the outer reinforcing steel bar frame, the outer reinforcing steel bar frame is narrow at the top and wide at the bottom, and the rod holes of different second sleeve rods are different in size, so that different second sleeve rods can be clamped at different heights of the outer reinforcing steel bar frame for reinforcement.
2. The support bars are welded at the four corners of the mounting plate, the support rods are mounted at the bottoms of the bearing bars, the mounting plate is placed on the ground through the support bars, the support rods are folded, and then the girder is supported on the ground, so that the support frame is stable.
3. According to the utility model, the first level device, the second level device and the third level device are installed, and the mounting plate, the reinforcing steel bar outer frame and the arrangement plate can be respectively subjected to horizontal measurement through the level devices, so that the support structure is prevented from being installed obliquely, the support effect on the reinforced concrete beam is poor, and the assistance of the structure in installation is effectively improved.
Drawings
FIG. 1 is a schematic front view of the present invention;
FIG. 2 is a schematic view of the backside structure of the present invention;
FIG. 3 is a schematic bottom view of the present invention;
FIG. 4 is a schematic side view of the present invention;
fig. 5 is a partial structural schematic diagram of the present invention.
In the figure: 1. mounting a plate; 101. supporting the reinforcing steel bars; 102. a first mounting seat; 103. a first level; 2. a load bearing bar; 201. a connecting seat; 3. a support bar; 301. a second mounting seat; 302. a bearing plate; 303. a cushion pad; 4. a steel bar outer frame; 5. a first loop bar; 501. connecting blocks; 502. a second level; 6. arranging the plates; 601. a second loop bar; 602. a limiting hole; 603. a reinforcing steel bar frame; 604. a third mounting seat; 605. and a third level.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
In the description of the present invention, it should be noted that the terms "upper", "lower", "inner", "outer", "front", "rear", "both ends", "one end", "the other end", and the like indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of description and simplicity of description, but do not indicate or imply that the referred device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first" and "second" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "disposed," "connected," and the like are to be construed broadly, such as "connected," which may be fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Referring to fig. 1-5, an embodiment of the present invention is shown: a fixed steel bar support structure for an oversized reinforced concrete beam comprises a mounting plate 1, supporting bars 3 and an outer steel bar frame 4, wherein supporting steel bars 101 are welded and mounted at four corners of the mounting plate 1, a first mounting seat 102 is mounted at one side of the mounting plate 1, a first level device 103 is mounted on the first mounting seat 102, a bearing bar 2 is mounted at the bottom of the mounting plate 1, a connecting seat 201 is mounted at the bottom of the bearing bar 2, and the supporting bars 3 are rotatably mounted on the connecting seat 201. the supporting bar support structure has the advantages that the supporting steel bars 101 are welded and mounted at the four corners of the mounting plate 1, the supporting bars 3 are mounted at the bottoms of the bearing bars 2, the mounting plate 1 is placed on the ground through the supporting steel bars 101, the supporting bars 3 are folded up, then a girder is supported on the ground, the structure is stable, when the working environment is small, the mounting plate 1 is fixed on a wall through the supporting bars 3, the girder is supported, and the problem that the traditional support structure only can be installed in a single type is avoided, when different working environments are dealt with, the structure has certain limitation, the adaptability of the structure to the working environments is effectively improved, the end part of the support rod 3 is provided with the second mounting seat 301, the second mounting seat 301 is provided with the bearing plate 302, the bearing plate 302 is provided with the cushion pad 303, the two sides of the top of the mounting plate 1 are both provided with the outer reinforcing steel bar frame 4, the outer reinforcing steel bar frame 4 is of a structure with a narrow top and a wide bottom, spiral grains are arranged on the outer reinforcing steel bar frame 4, the outer reinforcing steel bar frame 4 is provided with the first loop bar 5, the end part of the first loop bar 5 is provided with the connecting block 501, the connecting block 501 is provided with the second level device 502, and the outer reinforcing steel bar frame 4 at the top of the first loop bar 5 is provided with the second loop bar 601 in a sleeved mode;
the arrangement plate 6 is arranged between the second loop bars 601, the reinforcing steel bar frames 603 are arranged in the arrangement plate 6, when the reinforcing steel bar support needs to be installed, the second loop bars 601 are placed on the reinforcing steel bar outer frame 4, and because the reinforcing steel bar outer frame 4 is narrow at the top and wide at the bottom, rod holes of different second loop bars 601 are different in size, different second loop bars 601 can be clamped at different heights of the reinforcing steel bar outer frame 4 for reinforcement, and when the reinforcing steel bar support needs to be disassembled, the reinforcing steel bar frames 603 can be drawn out, so that the problem that the traditional reinforcing steel bar support structure is troublesome to disassemble is solved, the convenience of the structure is effectively improved, the limiting holes 602 are arranged in the arrangement plate 6, and the reinforcing steel bar frames 603 are arranged in the limiting holes 602;
specifically, the bottom of the arrangement plate 6 is provided with a third installation seat 604, one side of the third installation seat 604 is provided with a third level device 605, different rod holes of the second sleeve rod 601 are different in size, and the limiting hole 602 and the reinforcing steel bar frame 603 are movably installed.
The working principle is as follows: before using the device, a user firstly detects the device, confirms that no problem exists and then uses the device, firstly, basic structures such as a mounting plate 1, a support rod 3 and the like of the structure are assembled, then, the mounting mode is selected according to the working environment, when the space is large, the mounting plate 1 is placed at the place for supporting by using the support steel bar 101, when the working space is small, the mounting plate 1 is mounted on the wall by using the support rod 3, then, a steel bar outer frame 4 with a proper distance is mounted on the mounting plate 1 according to the size of a reinforced concrete beam, then, a proper second sleeve rod 601 is mounted on the steel bar outer frame 4, a steel bar frame 603 extends into a limiting hole 602 in an arrangement plate 6 to support the reinforced concrete beam, and in the mounting process, the levelness of the mounting plate 1, the steel bar outer frame 4 and the arrangement plate 6 needs to be respectively measured by using a first level device 103, a second level device 502 and a third level device 605, according to each level ware, with steel bar support structure horizontal installation can.
It will be evident to those skilled in the art that the utility model is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied in other specific forms without departing from the spirit or essential attributes thereof. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the utility model being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.

Claims (7)

1. The utility model provides a fixed steel bar support structure of super large reinforced concrete roof beam, includes mounting panel (1), bracing piece (3), outer frame of reinforcing bar (4), its characterized in that: mounting panel (1) four corners is all welded and is installed support bar (101), first mount pad (102) is installed to mounting panel (1) one side, and installs first spirit level (103) on first mount pad (102), bearing strip (2) are installed to mounting panel (1) bottom, and bearing strip (2) bottom installs connecting seat (201), rotating installation has bracing piece (3) on connecting seat (201), second mount pad (301) are installed to bracing piece (3) tip, outer reinforcing bar frame (4) are all installed to the both sides at mounting panel (1) top, install first loop bar (5) on outer reinforcing bar frame (4), and first loop bar (5) end installs connecting block (501), install second spirit level (502) on connecting block (501), cup joint on outer reinforcing bar frame (4) at first loop bar (5) top and install second loop bar (601), a arranging plate (6) is installed between the second loop bars (601), a limiting hole (602) is formed in the arranging plate (6), a third installing seat (604) is installed at the bottom of the arranging plate (6), and a third level device (605) is installed on one side of the third installing seat (604).
2. The oversized reinforced concrete beam fixing steel bar support structure according to claim 1, wherein: the reinforcing steel bar frame (603) is installed in the limiting hole (602), and the limiting hole (602) and the reinforcing steel bar frame (603) are movably installed.
3. The oversized reinforced concrete beam fixing steel bar support structure according to claim 1, wherein: install bearing plate (302) on second mount pad (301), and install blotter (303) on bearing plate (302).
4. The oversized reinforced concrete beam fixing steel bar support structure according to claim 1, wherein: the outer reinforcing steel bar frame (4) is of a structure with a narrow upper part and a wide lower part, and spiral grains are arranged on the outer reinforcing steel bar frame (4).
5. The oversized reinforced concrete beam fixing steel bar support structure according to claim 1, wherein: horizontal liquid is filled in the first level device (103), the second level device (502) and the third level device (605), and middle lines are arranged in the first level device (103), the second level device (502) and the third level device (605).
6. The oversized reinforced concrete beam fixing steel bar support structure according to claim 1, wherein: the first loop bar (5) and the outer steel bar frame (4) are in a vertical state, and the first loop bar (5) is stabilized through glue.
7. The oversized reinforced concrete beam fixing steel bar support structure according to claim 1, wherein: bolts are installed on two sides of the bottom of the bearing strip (2), and the bearing strip (2) is fixed through the bolts.
CN202121721078.4U 2021-07-27 2021-07-27 Super large reinforced concrete roof beam fixed steel bar support structure Active CN215631634U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202121721078.4U CN215631634U (en) 2021-07-27 2021-07-27 Super large reinforced concrete roof beam fixed steel bar support structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202121721078.4U CN215631634U (en) 2021-07-27 2021-07-27 Super large reinforced concrete roof beam fixed steel bar support structure

Publications (1)

Publication Number Publication Date
CN215631634U true CN215631634U (en) 2022-01-25

Family

ID=79892669

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202121721078.4U Active CN215631634U (en) 2021-07-27 2021-07-27 Super large reinforced concrete roof beam fixed steel bar support structure

Country Status (1)

Country Link
CN (1) CN215631634U (en)

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GR01 Patent grant
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TR01 Transfer of patent right

Effective date of registration: 20240424

Address after: 242000 Yangxian Street, Yangxian Township, Xuanzhou District, Xuancheng City, Anhui Province

Patentee after: Anhui Qixuan Construction Engineering Co.,Ltd.

Country or region after: China

Address before: 350700 4th floor, No. 34, Shangma Road, Zhangcheng Town, Yongtai County, Fuzhou City, Fujian Province

Patentee before: Fujian Shisheng Construction Engineering Co.,Ltd.

Country or region before: China

TR01 Transfer of patent right