Steel bar binding trolley for open cut tunnel lining construction

Abstract

The utility model relates to the technical field of tunnel construction, in particular to a reinforcing steel bar binding trolley for open cut tunnel lining construction, which comprises a trolley frame, a reinforcing steel bar binding platform, a traveling mechanism, a translation mechanism, a reinforcing steel bar support frame and a first lifting mechanism, the steel bar binding platforms are arranged on the left side and the right side of the trolley frame, and the steel bar supporting frames are arranged on the trolley frame in the circumferential direction of a tunnel. The reinforcing steel bar binding platform comprises a first binding platform and a second binding platform; the first binding platform is located on the inner side of the steel bar supporting frame, and the second binding platform is located on the outer side of the steel bar supporting frame. The steel bar binding platform is arranged on the trolley frame in the transverse telescopic mode, on the basis that binding space is provided for workers, the steel bar binding platform can advance along with the steel bar binding trolley, repeated erecting operation is avoided, the distance between the steel bar binding platform and the steel bar supporting frame can be adjusted at any time according to requirements, and construction is facilitated.

Description

Technical Field

[0001] The present application relates to the technical field of tunnel construction, and in particular to a steel bar binding trolley for open-cut tunnel lining construction. Background Art

[0002] In an open-cut tunnel, the lining of the reinforced concrete structure is the key load-bearing structural layer, and the connection quality of the steel bars in the lining directly affects the lining quality. The existing steel bar binding trolley for an open-cut tunnel is not designed with an operating space suitable for the personnel who bind the steel bars, resulting in inconvenience in binding operations and difficulty in ensuring the personal safety of workers. In addition, the existing trolley structure is relatively simple and cannot accurately match tunnel sections of different sizes.

[0003] Therefore, it is necessary to provide an improved technical solution to address the above-mentioned deficiencies in the prior art. Utility Model Content

[0004] The purpose of the present application is to provide a steel bar binding trolley for open-cut tunnel lining construction to solve or alleviate the problems existing in the above-mentioned prior art.

[0005] In order to achieve the above objectives, this application provides the following technical solutions:

[0006] A steel bar binding trolley for open-cut tunnel lining construction, the steel bar binding trolley comprising a trolley frame, a steel bar binding platform, a walking mechanism, a translation mechanism, a steel bar support frame, and a first lifting mechanism;

[0007] The steel bar binding platform is arranged on the left and right sides of the trolley frame, and the steel bar support frame is arranged on the trolley frame along the circumference of the tunnel;

[0008] The steel bar binding platform includes a first binding platform and a second binding platform; the first binding platform is located on the inner side of the steel bar support frame, and the second binding platform is located on the outer side of the steel bar support frame; the steel bar binding platform is telescopically arranged on the trolley frame in a transverse direction;

[0009] The translation mechanism is arranged at the bottom of the trolley frame through the first lifting mechanism, and is used to drive the steel bar binding trolley to translate transversely along the tunnel;

[0010] The walking mechanism is arranged at the bottom of the trolley frame and is used to drive the steel bar binding trolley to move along the axial direction of the tunnel;

[0011] The translation mechanism and the walking mechanism alternately support the steel bar binding trolley under the lifting and lowering action of the first lifting mechanism.

[0012] In the above-mentioned steel bar tying trolley for open-cut tunnel lining construction, preferably, the steel bar support frame comprises a longitudinal steel bar support frame and a circumferential steel bar support frame;

[0013] The longitudinal steel bar support frame and the annular steel bar support frame are respectively provided with slots for positioning the longitudinal steel bars and the annular steel bars.

[0014] In the above-mentioned steel bar tying trolley for open-cut tunnel lining construction, preferably, the longitudinal steel bar support frame comprises a top arch frame and side arch frames hinged on the left and right sides of the top arch frame;

[0015] The steel bar binding trolley also includes an angle adjustment mechanism for adjusting the articulation angle between the side arch frame and the top arch frame;

[0016] The side arch frame is arranged on the trolley frame through the angle adjustment mechanism.

[0017] In the above-mentioned steel bar tying trolley for open-cut tunnel lining construction, preferably, a plurality of longitudinal steel bar support frames are arranged at intervals along the axial direction of the tunnel, and a plurality of annular steel bar support frames are arranged at intervals along the circumferential direction of the tunnel.

[0018] As described above, in the steel bar binding trolley for open-cut tunnel lining construction, preferably, the angle adjustment mechanism comprises a connecting rod and a telescopic rod; a connecting seat is provided on the inner side of the side arch frame; and a first hinge ear and a second hinge ear are provided on the connecting seat;

[0019] One end of the connecting rod is hinged to the first hinge ear, and the other end is hinged to the trolley frame;

[0020] One end of the telescopic rod is hinged to the second hinge ear, and the other end is hinged to the trolley frame;

[0021] The hinge angle between the telescopic rod and the second hinge ear is less than 180°.

[0022] In the above-mentioned steel bar tying trolley for open-cut tunnel lining construction, preferably, the translation mechanism comprises a clamping part, a pushing part, and a guiding part;

[0023] The clamping part is slidably engaged with the top of the guide part along the tunnel transversely; the pushing part is arranged on the guide part and is used for pushing the clamping part to move transversely along the top of the guide part.

[0024] The steel bar tying trolley for open-cut tunnel lining construction as described above, preferably, the steel bar tying trolley further comprises a steering mechanism for adjusting the travel direction of the steel bar tying trolley;

[0025] The traveling mechanism is arranged at the bottom of the trolley frame through the steering mechanism.

[0026] A steel bar tying trolley for open-cut tunnel lining construction as described above, preferably, a second lifting mechanism is further provided at the bottom of the trolley frame for auxiliary support of the steel bar tying trolley;

[0027] The second lifting mechanism is arranged at the bottom of the trolley frame.

[0028] Compared with the closest prior art, the technical solution of the embodiment of the present application has the following beneficial effects:

[0029] The steel bar binding platform includes a first binding platform, which is used for workers to bind steel bars on the inner side of the steel bar support frame; the steel bar binding platform also includes a second binding platform, which is used for workers to bind steel bars on the outer side of the steel bar support frame. At the same time, the first binding platform and the second binding platform are telescopically arranged on the trolley frame along the transverse direction of the tunnel. On the basis of providing binding space for the workers, the steel bar binding platform can also move together with the steel bar binding trolley, avoiding repeated erection operations, and the distance between the steel bar binding platform and the steel bar support frame can be adjusted at any time according to needs, which is convenient for construction. BRIEF DESCRIPTION OF THE DRAWINGS

[0030] The drawings constituting part of the present application are used to provide a further understanding of the present application. The exemplary embodiments and descriptions of the present application are used to explain the present application and do not constitute an improper limitation on the present application. Among them:

[0031] Figure 1 A schematic diagram of a cross-sectional structure of a steel bar binding trolley for open-cut tunnel lining construction provided according to some embodiments of the present application;

[0032] Figure 2 A schematic diagram of the side structure of a steel bar binding trolley for open-cut tunnel lining construction provided according to some embodiments of the present application;

[0033] Figure 3 A schematic diagram of a longitudinal reinforcement positioning frame structure provided according to some embodiments of the present application;

[0034] Figure 4 A schematic diagram of a ring-shaped steel bar positioning frame structure provided according to some embodiments of the present application;

[0035] Figure 5 A schematic diagram of the structure of a translation mechanism provided according to some embodiments of the present application;

[0036] Figure 6 for Figure 1 A magnified view of the structure in the middle.

[0037] Description of reference numerals:

[0038] 1. Trolley frame; 2. Top arch frame; 3. First tying platform; 4. Second tying platform; 5. Translation mechanism; 6. Traveling mechanism; 7. First lifting mechanism; 8. Second lifting mechanism; 9. Connecting seat; 10. First hinge ear; 11. Second hinge ear; 12. Connecting rod; 13. Telescopic rod; 14. Steering mechanism; 15. Annular steel bar support frame; 16. Longitudinal steel bar support frame; 17. Slot; 18. Pushing part; 19. Guide part; 20. Clamping part; 21. Side arch frame. DETAILED DESCRIPTION

[0039] The present application will be described in detail below with reference to the accompanying drawings and in conjunction with embodiments. Each example is provided by way of explanation of the present application and does not limit the present application. In fact, it will be clear to those skilled in the art that modifications and variations may be made in the present application without departing from the scope or spirit of the present application. For example, a feature shown or described as a part of an embodiment may be used in another embodiment to produce yet another embodiment. Therefore, it is desired that the present application includes such modifications and variations within the scope of the appended claims and their equivalents.

[0040] In the following description, the terms "first / second / third" involved are merely used to distinguish similar objects and do not represent a specific ordering of the objects. It can be understood that "first / second / third" can be interchanged with a specific order or sequence where permitted, so that the embodiments of the present application described herein can be implemented in an order other than that illustrated or described herein.

[0041] Unless otherwise defined, all technical and scientific terms used herein have the same meaning as those commonly understood by those skilled in the art to which the present disclosure belongs. The terms used herein are only for the purpose of describing the embodiments of the present disclosure and are not intended to limit the present disclosure.

[0042] In the description of the present application, the terms "longitudinal", "lateral", "upper", "lower", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in the accompanying drawings. They are only for the convenience of describing the present application and do not require that the present application must be constructed and operated in a specific orientation. Therefore, they cannot be understood as limitations on the present application. The terms "connected", "connected", and "set" used in the present application should be understood in a broad sense. For example, it can be a fixed connection or a detachable connection; it can be a direct connection or an indirect connection through an intermediate component; it can be a wired electrical connection, a radio connection, or a wireless communication signal connection. For ordinary technicians in this field, the specific meanings of the above terms can be understood according to specific circumstances.

[0043] The following will be combined with the attached Figure 1-6A steel bar tying trolley for open-cut tunnel lining construction of the present application is further described in detail.

[0044] A steel bar binding trolley for open-cut tunnel lining construction, the steel bar binding trolley comprising a trolley frame 1, a steel bar binding platform, a walking mechanism 6, a translation mechanism 5, a steel bar support frame, and a first lifting mechanism 7;

[0045] The steel bar binding platform is arranged on the left and right sides of the trolley frame 1, and the steel bar support frame is arranged on the trolley frame 1 along the circumference of the tunnel;

[0046] The steel bar binding platform includes a first binding platform 3 and a second binding platform 4; the first binding platform 3 is located on the inner side of the steel bar support frame, and the second binding platform 4 is located on the outer side of the steel bar support frame; the steel bar binding platform is telescopically arranged on the trolley frame 1 in the transverse direction;

[0047] The translation mechanism 5 is arranged at the bottom of the trolley frame 1 through the first lifting mechanism 7, and is used to drive the steel bar binding trolley to translate transversely along the tunnel;

[0048] The traveling mechanism 6 is arranged at the bottom of the trolley frame 1, and is used to drive the steel bar binding trolley to move along the axial direction of the tunnel;

[0049] The translation mechanism 5 and the traveling mechanism 6 alternately support the steel bar binding trolley under the lifting action of the first lifting mechanism 7.

[0050] In the specific embodiments of the present application, Figure 1 As shown, the steel bar binding trolley is an axially symmetrical structure as a whole. The trolley frame 1 is specifically an axially symmetrical portal frame structure. There are multiple steel bar binding platforms, and the multiple steel bar binding platforms are symmetrically distributed on the left and right sides of the trolley frame 1 along the horizontal direction of the tunnel. The steel bar binding platform includes a first binding platform 3, which is used for workers to bind steel bars on the inner side of the steel bar support frame; the steel bar binding platform also includes a second binding platform 4, which is used for workers to bind steel bars on the outer side of the steel bar support frame. At the same time, the first binding platform 3 and the second binding platform 4 are telescopically arranged on the trolley frame 1 along the horizontal direction of the tunnel. On the basis of providing binding space for the workers, the steel bar binding platform can also move together with the steel bar binding trolley, avoiding repeated erection operations, and the distance between the steel bar binding platform and the steel bar support frame can be adjusted at any time according to needs, which is convenient for construction.

[0051] Combined with Figure 1-2As shown, there are four translation mechanisms 5 and four traveling mechanisms 6 respectively, which are symmetrically distributed on both sides of the bottom of the trolley frame 1, and the two traveling mechanisms 6 on the same side are located between the two translation mechanisms 5 on the corresponding sides. When the steel bar binding trolley moves to the working surface under the drive of the traveling mechanism, the translation mechanism 5 is first pushed downward by the first lifting mechanism 7, so that the translation mechanism 5 replaces the traveling mechanism 6 to support the steel bar binding trolley, and then the laser calibration device set in the middle of the trolley frame 1 is started, and the steel bar binding trolley is driven by the translation mechanism 5 to translate horizontally along the tunnel until the axis of the steel bar binding trolley coincides with the axis of the tunnel, and the translation mechanism 5 is continuously pushed downward by the first lifting mechanism 7, so that the upper steel bar support frame is lifted as a whole until it is lifted to the designed position of steel bar binding, and then the first binding platform 3 and the second binding platform 4 are extended to the outside of the trolley frame 1 to carry out the steel bar binding work.

[0052] The steel bar support frame includes a longitudinal steel bar support frame 16 and an annular steel bar support frame 15;

[0053] The longitudinal steel bar support frame 16 and the annular steel bar support frame 15 are respectively provided with slots 17 for positioning the longitudinal steel bars and the annular steel bars.

[0054] In the specific embodiments of the present application, Figure 3-4 As shown, the longitudinal steel bar support frame 16 and the annular steel bar support frame 15 are both provided with a plurality of slots 17 evenly and spacedly distributed along their own axes, which are used for clamping and positioning the longitudinal steel bars and the transverse steel bars respectively.

[0055] The longitudinal steel bar support frame 16 includes a top arch frame 2 and side arch frames 21 hinged to the left and right sides of the top arch frame 2;

[0056] The steel bar binding trolley also includes an angle adjustment mechanism for adjusting the articulation angle between the side arch frame 21 and the top arch frame 2;

[0057] The side arch frame 21 is arranged on the trolley frame 1 through an angle adjustment mechanism.

[0058] In the specific embodiments of the present application, Figure 1 As shown, the longitudinal reinforcement support frame 16 includes two side arch frames 21 and a top arch frame 2, the top arch frame 2 is fixedly or liftably arranged on the top of the trolley frame 1, and the two side arch frames 21 are respectively hinged on the left and right sides of the top arch frame 2 along the tunnel transverse direction. By setting an angle adjustment mechanism to adjust the hinge angle between the side arch frames 21 and the top arch frame 2, it can be used to adapt to tunnel sections of different shapes.

[0059] A plurality of longitudinal steel bar support frames 16 are arranged at intervals along the axial direction of the tunnel, and a plurality of annular steel bar support frames are arranged at intervals along the circumferential direction of the tunnel.

[0060] In the specific embodiments of the present application, Figure 2As shown, the longitudinal steel bar support frame 16 and the annular steel bar support frame 15 are distributed in a grid shape, and the longitudinal steel bar support frame 16 is located on the upper part of the annular steel bar support frame 15. Accordingly, when tying the steel bars, the annular steel bars are arranged first, and then the longitudinal steel bars are arranged.

[0061] The angle adjustment mechanism includes a connecting rod 12 and a telescopic rod 13; a connecting seat 9 is provided on the inner side of the side arch frame 21; a first hinge ear 10 and a second hinge ear 11 are provided on the connecting seat 9;

[0062] One end of the connecting rod 12 is hinged to the first hinge ear 10, and the other end is hinged to the trolley frame 1;

[0063] One end of the telescopic rod 13 is hinged to the second hinge ear 11, and the other end is hinged to the trolley frame 1;

[0064] The hinge angle between the telescopic rod 13 and the second hinge ear 11 is less than 180°.

[0065] In the specific embodiments of the present application, Figure 6 As shown, in order to avoid forming a dead point by hingedly connecting the telescopic rod 13 with the inner side of the side arch frame 21 alone, thereby affecting the adjustment of the hinge angle between the side arch frame 21 and the top arch frame 2, a first hinge ear 10 and a second hinge ear 11 are respectively arranged on the right side surface and the top surface of the connecting seat 9, so that the angle between the telescopic rod 13 and the second hinge ear 11 is always less than 180°, thereby ensuring the smooth operation of the angle adjustment mechanism.

[0066] The translation mechanism 5 includes a clamping portion 20, a pushing portion 18, and a guiding portion 19;

[0067] The clamping portion 20 is slidably engaged with the top of the guide portion 19 along the tunnel transversely; the pushing portion 18 is arranged on the guide portion 19 and is used to push the clamping portion 20 to move transversely along the top of the guide portion 19.

[0068] In the specific embodiments of the present application, Figure 1-2 As shown in Figure 5, the clamping part 20 is a claw structure, and the top of the guide part 19 is provided with an extension plate corresponding to the claw structure. The claw structure and the extension plate are slidably engaged with each other along the transverse direction of the tunnel. The pushing part 18 is also arranged on the top of the guide part 19, specifically a pushing cylinder, which pushes the clamping part 20 along the top of the guide part 19, thereby realizing the horizontal translation of the steel bar binding trolley along the tunnel.

[0069] The steel bar tying trolley further includes a steering mechanism 14 for adjusting the traveling direction of the steel bar tying trolley;

[0070] The traveling mechanism 6 is arranged at the bottom of the trolley frame 1 through the steering mechanism 14 .

[0071] In the specific embodiments of the present application, Figure 2As shown, the steering mechanism 14 is specifically a gear transmission structure. When the tunnel axis changes, the steering mechanism 14 is activated to adjust the travel direction of the steel bar binding trolley.

[0072] A second lifting mechanism 8 is also provided at the bottom of the trolley frame 1 for auxiliary support of the steel bar binding trolley;

[0073] The second lifting mechanism 8 is disposed at the bottom of the trolley frame 1 .

[0074] In the specific embodiments of the present application, Figure 2 As shown, the second lifting mechanism 8 is a jack. Multiple second lifting mechanisms 8 are symmetrically distributed on the left and right sides of the bottom of the trolley frame 1 along the tunnel transverse direction, and multiple second lifting mechanisms 8 on the same side are evenly and spacedly distributed between the traveling mechanisms 6 on the corresponding sides. When the translation mechanism 5 replaces the traveling mechanism 6 to support the steel bar binding trolley, the second lifting mechanism 8 is started to assist in supporting the steel bar binding trolley.

[0075] The above description is only a preferred embodiment of the present application and is not intended to limit the present application. For those skilled in the art, the present application may have various modifications and variations. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present application shall be included in the protection scope of the present application.

Claims

1. A steel bar tying trolley for open-cut tunnel lining construction, characterized in that: The steel bar binding trolley includes a trolley frame, a steel bar binding platform, a walking mechanism, a translation mechanism, a steel bar support frame, and a first lifting mechanism; The steel bar binding platform is arranged on the left and right sides of the trolley frame, and the steel bar support frame is arranged on the trolley frame along the circumference of the tunnel; The steel bar binding platform includes a first binding platform and a second binding platform; the first binding platform is located on the inner side of the steel bar support frame, and the second binding platform is located on the outer side of the steel bar support frame; the steel bar binding platform is telescopically arranged on the trolley frame in a transverse direction; The translation mechanism is arranged at the bottom of the trolley frame through the first lifting mechanism, and is used to drive the steel bar binding trolley to translate transversely along the tunnel; The walking mechanism is arranged at the bottom of the trolley frame and is used to drive the steel bar binding trolley to move along the axial direction of the tunnel; The translation mechanism and the walking mechanism alternately support the steel bar binding trolley under the lifting and lowering action of the first lifting mechanism.

2. A steel bar tying trolley for open-cut tunnel lining construction as claimed in claim 1, characterized in that: The steel bar support frame includes a longitudinal steel bar support frame and a circumferential steel bar support frame; The longitudinal steel bar support frame and the annular steel bar support frame are respectively provided with slots for positioning the longitudinal steel bars and the annular steel bars.

3. A steel bar tying trolley for open-cut tunnel lining construction as claimed in claim 2, characterized in that: The longitudinal steel bar support frame includes a top arch frame and side arch frames hinged on the left and right sides of the top arch frame; The steel bar binding trolley also includes an angle adjustment mechanism for adjusting the articulation angle between the side arch frame and the top arch frame; The side arch frame is arranged on the trolley frame through the angle adjustment mechanism.

4. A steel bar tying trolley for open-cut tunnel lining construction as claimed in claim 2, characterized in that: A plurality of longitudinal steel bar support frames are arranged at intervals along the axial direction of the tunnel, and a plurality of annular steel bar support frames are arranged at intervals along the circumferential direction of the tunnel.

5. A steel bar tying trolley for open-cut tunnel lining construction as claimed in claim 3, characterized in that: The angle adjustment mechanism includes a connecting rod and a telescopic rod; a connecting seat is provided on the inner side of the side arch frame; a first hinge ear and a second hinge ear are provided on the connecting seat; One end of the connecting rod is hinged to the first hinge ear, and the other end is hinged to the trolley frame; One end of the telescopic rod is hinged to the second hinge ear, and the other end is hinged to the trolley frame; The hinge angle between the telescopic rod and the second hinge ear is less than 180°.

6. A steel bar tying trolley for open-cut tunnel lining construction as claimed in claim 1, characterized in that: The translation mechanism comprises a clamping part, a pushing part and a guiding part; The clamping part is slidably engaged with the top of the guide part along the tunnel transversely; the pushing part is arranged on the guide part and is used for pushing the clamping part to move transversely along the top of the guide part.

7. A steel bar tying trolley for open-cut tunnel lining construction as claimed in claim 1, characterized in that: The steel bar tying trolley further comprises a steering mechanism for adjusting the traveling direction of the steel bar tying trolley; The traveling mechanism is arranged at the bottom of the trolley frame through the steering mechanism.

8. A steel bar tying trolley for open-cut tunnel lining construction as claimed in any one of claims 1 to 7, characterized in that: A second lifting mechanism is also provided at the bottom of the trolley frame for auxiliary support of the steel bar binding trolley; The second lifting mechanism is arranged at the bottom of the trolley frame.

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