CN212535695U - Trolley for mounting two lining steel bars in tunnel construction - Google Patents

Trolley for mounting two lining steel bars in tunnel construction Download PDF

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Publication number
CN212535695U
CN212535695U CN202021353249.8U CN202021353249U CN212535695U CN 212535695 U CN212535695 U CN 212535695U CN 202021353249 U CN202021353249 U CN 202021353249U CN 212535695 U CN212535695 U CN 212535695U
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China
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arc
steel
tunnel construction
bar
trolley
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CN202021353249.8U
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Inventor
毋京京
李保军
黄文蔚
张亚磊
李纪龙
王恒
朱传华
刘子扬
刘学东
周旭宁
王启明
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Zhengzhou Engineering Co Ltd of China Railway Seventh Group Co Ltd
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Zhengzhou Engineering Co Ltd of China Railway Seventh Group Co Ltd
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Abstract

The utility model discloses a trolley for mounting a secondary lining steel bar for tunnel construction, which comprises a supporting part and a steel frame with a traveling wheel at the bottom; the longitudinal steel bar mounting part is an arc-shaped rail arranged at the outer edge of the steel frame, and a first bracket for placing longitudinal steel bars is arranged on the arc-shaped rail in a sliding manner; the arc reinforcing bar installation department, for setting up the arc steelframe at the steel frame tip, the bottom both ends of arc steelframe all link to each other with the steel frame through horizontal rotating shaft, are provided with the second bracket that is used for placing the arc reinforcing bar on the arc steelframe. The utility model discloses the structure is ingenious, and convenient to use can show the transport efficiency and the transportation security that improve arc reinforcing bar and vertical reinforcing bar, is favorable to improving the installation quality of two lining reinforcing bars, reduces construction cost, shortens tunnel construction cycle.

Description

Trolley for mounting two lining steel bars in tunnel construction
Technical Field
The utility model belongs to the technical field of the tunnel reinforcement installation technique and specifically relates to a platform truck that is used for two lining reinforcing bars of tunnel construction to install is related to.
Background
The secondary lining (referred to as "secondary lining") steel bars of the tunnel are usually double-layered, and include outer arc-shaped steel bars and inner arc-shaped steel bars, and longitudinal steel bars bound with the outer arc-shaped steel bars and the inner arc-shaped steel bars, respectively. Because the top of the tunnel is higher than the ground, when the secondary lining reinforcing steel bars are bound, the secondary lining reinforcing steel bars are generally bound by means of a trolley. The arc-shaped reinforcing steel bars are installed manually, the through-length reinforcing steel bars are welded on the ground, the elasticity of the reinforcing steel bars is utilized, the reinforcing steel bars form an arc shape on the outer side of the trolley, and then the arc-shaped reinforcing steel bars are installed at the designed position. The arc-shaped reinforcing steel bars and the longitudinal reinforcing steel bars are large in size and elastic, so that whipping is easy to occur in the installation process, the installation difficulty is increased, and the waterproof layer is easy to puncture when the reinforcing steel bars are whipped due to the narrow space in the tunnel, so that the tunnel construction quality is influenced; secondly, because the quantity of arc reinforcing bar and vertical reinforcing bar is great, current mounting means's transportation efficiency is lower, leads to construction cost to show the increase.
Disclosure of Invention
In order to solve the problem, the utility model provides a platform truck for installation of two lining reinforcing bars of tunnel construction specifically can take following technical scheme:
a platform truck for two lining reinforcing bars of tunnel construction installation, include
The supporting part is a steel frame with a traveling wheel arranged at the bottom;
the longitudinal steel bar mounting part is an arc-shaped rail arranged at the outer edge of the steel frame, and a first bracket for placing longitudinal steel bars is arranged on the arc-shaped rail in a sliding manner;
the arc reinforcing bar installation department, for setting up the arc steelframe at the steel frame tip, the bottom both ends of arc steelframe all link to each other with the steel frame through horizontal rotating shaft, are provided with the second bracket that is used for placing the arc reinforcing bar on the arc steelframe.
The steel frame comprises a plurality of door-shaped frames connected through longitudinal beams, and horizontal operation platforms are arranged on the top and two sides of each door-shaped frame.
And a reinforcing inclined strut is arranged between the horizontal operation platform and the door-shaped frame, and a connecting ladder stand is arranged between adjacent horizontal operation platforms.
The arc track is a plurality of, and each arc track all includes along the interior track in pairs and the outer track that the tunnel cross section set up, first bracket then for one end with interior track links to each other, the other end with the slide bar that the outer track links to each other.
And longitudinal support rods are arranged between the adjacent inner tracks and the adjacent outer tracks.
And a plurality of second brackets are uniformly arranged on the arc-shaped steel frame.
The second bracket is the radial steel sheet that sets up in the arc steelframe outside, each all offer the upper groove that is used for placing outside arc reinforcing bar and the low groove that is used for placing inboard arc reinforcing bar on the radial steel sheet, upper groove and low groove all set up along the horizontal direction.
And the top of the steel frame is provided with a winch for driving the first bracket and the arc-shaped steel frame.
The utility model provides a platform truck for two lining reinforcing bar installations of tunnel construction, the structure is ingenious, and convenient to use can show the transport efficiency and the transportation security that improve arc reinforcing bar and vertical reinforcing bar, is favorable to improving the installation quality of two lining reinforcing bars, reduces construction cost, shortens tunnel construction cycle.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a schematic structural view of the arc-shaped steel frame in fig. 1.
Fig. 3 is a right side view of the top second bracket of fig. 2.
Detailed Description
The embodiments of the present invention will be described in detail with reference to the accompanying drawings, and the embodiments are implemented on the premise of the technical solution of the present invention, and detailed embodiments and specific operation procedures are given, but the scope of the present invention is not limited to the following embodiments.
As shown in figures 1-3, a platform truck for installation of two lining reinforcing bars in tunnel construction comprises supporting part, longitudinal reinforcing bar installation department and arc reinforcing bar installation department.
Specifically, the supporting part comprises a plurality of longitudinally arranged door-shaped frames 1, and the door-shaped frames 1 are connected through longitudinal beams to form a steel frame. In order to facilitate walking, the bottom of the door-shaped frame 1 is provided with a walking wheel driven by a motor; in order to facilitate the operation, horizontal operation platforms 2 are arranged on the top and two sides of the door-shaped frame 1, and connecting crawling ladders 3 are installed between the adjacent horizontal operation platforms 2. In order to improve the stability of the steel frame, reinforcing inclined struts 4 are welded between the door-shaped frame 1 and the horizontal operating platform 2.
The longitudinal steel bar installation part comprises a plurality of arc-shaped rails welded on the outer side of the portal frame 1 correspondingly, each arc-shaped rail comprises a pair of inner rails 5.1 and outer rails 5.2 arranged along the cross section of the tunnel, and a sliding rod 5.3 is arranged between the inner rails 5.1 and the outer rails 5.2 in a sliding mode and serves as a first bracket. When the device is used, the longitudinal steel bars are placed on the corresponding sliding rods 5.3, and the sliding rods 5.3 are driven by the winch to enable the longitudinal steel bars to move in place along the arc-shaped rails. In order to improve the structural stability, longitudinal support rods are welded between the adjacent inner rails 5.1 and the adjacent outer rails 5.2.
Arc reinforcing bar installation department is including being located the arc steelframe 6 that steel frame is close to tunnel exit one end, and the bottom both ends of this arc steelframe 6 all link to each other with steel frame through horizontal rotating shaft, and above-mentioned horizontal rotating shaft sets up along tunnel cross section for arc steelframe 6 can be round horizontal rotating shaft 90 within range rotations between ground and tunnel cross section, thereby conveniently will place the arc reinforcing bar subaerial and shift to the steel frame outer fringe and carry out the ligature. In order to fix the arc-shaped steel bars conveniently, a plurality of radial steel plates 7 are uniformly welded on the outer side of the arc-shaped steel frame 6 to serve as second brackets. The radial steel plate 7 is provided with a plurality of grooves for clamping arc-shaped steel bars, generally, the grooves are divided into an upper groove 8.1 and a lower groove 8.2 which are arranged along the horizontal direction in order to match the outer arc-shaped steel bars and the inner arc-shaped steel bars used by the two lining steel bars, and the opening directions of the upper groove 8.1 and the lower groove 8.2 face the inner side of the tunnel. After the arc-shaped steel bars are turned in place along with the arc-shaped steel frame 6, the arc-shaped steel bars can be conveniently transferred to the steel frame from the radial steel plates 7 and then are pushed towards the inner side of the tunnel along the steel frame.
In addition, a winch for driving the sliding rod 5.3 and the arc-shaped steel frame 6 is also arranged at the top of the steel frame.
During the construction, place arc steelframe 6 upset subaerial earlier, with outside arc reinforcing bar joint in last recess 8.1, then lift arc steelframe 6 up through hoist engine wire rope, make it carry out 90 upsets, when arc steelframe 6 was located tunnel cross section position, pull out outside arc reinforcing bar from last recess 8.1 in to along steel framework to the tunnel inboard migration suitable position, operation more than the repetition, until whole outside arc reinforcing bars target in place. In a second step, the longitudinal reinforcement is placed on the corresponding sliding bar 5.3 and is moved into position along the curved track by moving the sliding bar 5.3. Typically, the left longitudinal rebar transitions up from the left side of the curved track and the right longitudinal rebar transitions up from the right side of the curved track centered on the top longitudinal rebar. And then binding the longitudinal steel bars and the outer arc-shaped steel bars, and temporarily fixing the inner longitudinal steel bars at corresponding positions while binding the outer longitudinal steel bars. And thirdly, installing the inner arc-shaped reinforcing steel bars, and then binding the longitudinal and transverse reinforcing steel bars to finish construction.
In the description of the present invention, it should be noted that the terms "front", "back", "left", "right", "vertical", "horizontal", "inner", "outer", etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention.

Claims (8)

1. The utility model provides a platform truck that is used for two lining reinforcing bars of tunnel construction to install which characterized in that: comprises that
The supporting part is a steel frame with a traveling wheel arranged at the bottom;
the longitudinal steel bar mounting part is an arc-shaped rail arranged at the outer edge of the steel frame, and a first bracket for placing longitudinal steel bars is arranged on the arc-shaped rail in a sliding manner;
the arc reinforcing bar installation department, for setting up the arc steelframe at the steel frame tip, the bottom both ends of arc steelframe all link to each other with the steel frame through horizontal rotating shaft, are provided with the second bracket that is used for placing the arc reinforcing bar on the arc steelframe.
2. The trolley for installation of a secondary lining reinforcing steel bar for tunnel construction according to claim 1, wherein: the steel frame comprises a plurality of door-shaped frames connected through longitudinal beams, and horizontal operation platforms are arranged on the top and two sides of each door-shaped frame.
3. The trolley for installation of a secondary lining steel bar for tunnel construction according to claim 2, wherein: and a reinforcing inclined strut is arranged between the horizontal operation platform and the door-shaped frame, and a connecting ladder stand is arranged between adjacent horizontal operation platforms.
4. The trolley for installation of a secondary lining reinforcing steel bar for tunnel construction according to claim 1, wherein: the arc track is a plurality of, and each arc track all includes along the interior track in pairs and the outer track that the tunnel cross section set up, first bracket then for one end with interior track links to each other, the other end with the slide bar that the outer track links to each other.
5. The trolley for installation of a secondary lining reinforcing steel bar for tunnel construction according to claim 4, wherein: and longitudinal support rods are arranged between the adjacent inner tracks and the adjacent outer tracks.
6. The trolley for installation of a secondary lining reinforcing steel bar for tunnel construction according to claim 1, wherein: and a plurality of second brackets are uniformly arranged on the arc-shaped steel frame.
7. The trolley for installation of a secondary lining reinforcing steel bar for tunnel construction according to claim 6, wherein: the second bracket is the radial steel sheet that sets up in the arc steelframe outside, each all offer the upper groove that is used for placing outside arc reinforcing bar and the low groove that is used for placing inboard arc reinforcing bar on the radial steel sheet, upper groove and low groove all set up along the horizontal direction.
8. The trolley for installation of a secondary lining reinforcing steel bar for tunnel construction according to claim 1, wherein: and the top of the steel frame is provided with a winch for driving the first bracket and the arc-shaped steel frame.
CN202021353249.8U 2020-07-11 2020-07-11 Trolley for mounting two lining steel bars in tunnel construction Active CN212535695U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202021353249.8U CN212535695U (en) 2020-07-11 2020-07-11 Trolley for mounting two lining steel bars in tunnel construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202021353249.8U CN212535695U (en) 2020-07-11 2020-07-11 Trolley for mounting two lining steel bars in tunnel construction

Publications (1)

Publication Number Publication Date
CN212535695U true CN212535695U (en) 2021-02-12

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114669684A (en) * 2022-03-23 2022-06-28 贵州大通路桥工程建设有限公司 Mechanical device for bending and installing tunnel secondary lining steel bars

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114669684A (en) * 2022-03-23 2022-06-28 贵州大通路桥工程建设有限公司 Mechanical device for bending and installing tunnel secondary lining steel bars

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