Anchoring device for secondary via hole first column of highway bridge girder erection machine

Abstract

The invention discloses a secondary through hole first column anchoring device of a road bridge girder erection machine. The secondary through hole first column anchoring device comprises two anchor beams, two anchor rods and anchor rods. The two anchor beams are attached to the front side and the rear side of the padstone respectively. The two ends of the anchor beam extend out of the padstone towards the left side and the right side respectively; the two anchor rods are arranged on the left side and the right side of the padstone respectively, through holes are correspondingly formed in the front side direction and the rear side direction of the two ends of each anchor beam, and after the anchor rods penetrate through the through holes in the same sides of the two anchor beams, the two ends of each anchor rod are locked through locking nuts; two ends of the anchor rod are respectively connected with the anchor beam and the side wall of the first column of the bridge girder erection machine. The padstone is clamped through the two anchor beams and then tensioned through the anchor rods, and anchoring force is provided for anchoring the first column of the bridge girder erection machine; the first column can be anchored when the bridge girder erection machine passes through the hole for the second time; the risk of longitudinal overturning caused by the fact that a first column is not anchored in a secondary via hole in a traditional via hole process is avoided; the structure is simple, the operation is convenient, the cost is saved, and the safety is improved.

Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of bridge erecting machine, in particular to a highway bridge erecting machine secondary hole No. 1 column anchoring device. BACKGROUND

[0002] In the process of highway bridge erecting machine hole construction, most of the bridge erecting machines adopt No. 0 column, No. 1 column, No. 2 column and No. 3 column four-leg design, and 90% of the bridge erecting machines adopt the secondary hole construction process of the machine arm, that is, when the bridge erecting machine erects a span beam, the next construction cycle needs to pass through the hole, first, the No. 1 column of the bridge erecting machine is anchored with the erected beam, then the No. 1 and No. 2 columns support the machine arm of the bridge erecting machine, and the machine arm is longitudinally moved forward, and when the No. 0 column is supported to the front of the next pier top, the primary hole of the machine arm of the bridge erecting machine is completed; according to the construction process, the No. 2 column is sequentially longitudinally moved to the beam end, and the No. 1 column is longitudinally moved to the front pier top; thereafter, in order to make the machine arm reach the beam erection position or meet the whole machine transverse movement function, the No. 1 and No. 2 columns of the bridge erecting machine are used to support the machine arm again, and the machine arm is longitudinally moved forward for the second time, but at this time, the No. 1 column cannot be anchored with the erected beam. In the process of secondary hole construction of the machine arm of the bridge erecting machine on site, the No. 1 column of the bridge erecting machine is not anchored, and there is a longitudinal horizontal force in the hole, which is easy to cause the longitudinal instability of the bridge erecting machine.

[0003] Therefore, it is necessary to develop a highway bridge erecting machine secondary hole No. 1 column anchoring device to solve the above problems. SUMMARY

[0004] The purpose of the present application is to design a highway bridge erecting machine secondary hole No. 1 column anchoring device to solve the above problems.

[0005] The present application realizes the above-mentioned purpose through the following technical solutions: A highway bridge erecting machine secondary hole No. 1 column anchoring device, comprising: Two anchor beams; the two anchor beams are respectively attached to the front and rear sides of the cushion stone; the width of the anchor beam is greater than the width of the cushion stone, and the two ends of the anchor beam respectively extend out of the cushion stone to the left and right sides; Two anchor rods; the two anchor rods are respectively arranged on the left and right sides of the cushion stone, and a through hole is arranged on the front and rear sides of the two ends of each anchor beam in correspondence, and the anchor rod is locked by lock nuts after passing through the through holes on the same side of the two anchor beams; An anchor rod; the two ends of the anchor rod are respectively connected with the anchor beam and the side wall of the No. 1 column of the bridge erecting machine.

[0006] The present application has the following advantages: In the present application, the cushion stone is clamped by the two anchor beams, and then the anchor rod is tensioned to provide anchoring force for anchoring the No. 1 column of the bridge erecting machine; the anchoring of the No. 1 column during the secondary hole of the bridge erecting machine can be realized; the longitudinal overturning risk caused by the secondary hole without anchoring the No. 1 column in the traditional hole construction process is avoided; and the present application has the characteristics of simple structure, convenient operation, cost saving and safety increase. BRIEF DESCRIPTION OF THE DRAWINGS

[0007] Figure 1 is a side view of the present application; Figure 2 yes Figure 1 A magnified view of some structures in ; Figure 3 is the main view of this application; Figure 4 This is a diagram of the application in use (side view); Figure 5 This is the usage state diagram of this application (main view); Figure 6 This is a schematic diagram of the connection structure between this application and the No. 1 column of the bridge erection machine.

[0008] This is a diagram showing the use status of the secondary through-hole No. 1 column anchoring device of a highway bridge erection machine according to the present invention; In the figure, 1-anchor rod, 2-upper hinge seat, 3-upper pin shaft, 4-lower pin shaft, 5-lower hinge seat, 6-anchor beam, 7-anchor rod, 8-locking nut, 9-anchor plate, 10-lower hinge seat rotating pin shaft, 11-friction plate, 12-pad stone, 13-bridge erection machine No. 1 column. DETAILED DESCRIPTION

[0009] To make the objectives, technical solutions, and advantages of the embodiments of the present invention more apparent, the technical solutions of the embodiments of the present invention will be described clearly and completely below in conjunction with the accompanying drawings of the embodiments of the present invention. It should be understood that the described embodiments are only a portion of the embodiments of the present invention, not all of them. Generally, the components of the embodiments of the present invention described and illustrated in the drawings herein may be arranged and designed in a variety of different configurations.

[0010] Therefore, the following detailed description of the embodiments of the present invention provided in the accompanying drawings is not intended to limit the scope of the invention as claimed, but rather merely represents selected embodiments of the present invention. All other embodiments derived by persons of ordinary skill in the art based on the embodiments of the present invention without creative effort are intended to fall within the scope of protection of the present invention.

[0011] It should be noted that similar reference numerals and letters denote similar items in the following drawings, and therefore, once an item is defined in one drawing, it does not need to be further defined or explained in subsequent drawings.

[0012] In the description of the present invention, it should be understood that the terms "upper", "lower", "inside", "outside", "left", "right", etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in the accompanying drawings, or are the orientations or positional relationships in which the inventive product is conventionally placed when in use, or are the orientations or positional relationships conventionally understood by those skilled in the art. These are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the device or component referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be understood as a limitation on the present invention.

[0013] Furthermore, the terms “first”, “second”, etc. are merely used for distinguishing descriptions and should not be understood as indicating or implying relative importance.

[0014] In the description of the present invention, it should also be noted that, unless otherwise expressly specified or limited, terms such as "disposed" and "connected" should be understood in a broad sense. For example, "connected" can mean a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection or an indirect connection through an intermediate medium; it can also mean internal communication between two components. Those skilled in the art will be able to understand the specific meanings of the above terms in the present invention based on specific circumstances.

[0015] The specific embodiments of the present invention are described in detail below with reference to the accompanying drawings.

[0016] like Figure 1-6 As shown, a secondary through-hole No. 1 column anchoring device for a highway bridge erection machine includes: Two anchor beams 6; two anchor beams 6 are respectively abutted against the front and rear sides of the pad stone 12; the width of the anchor beam 6 is greater than the width of the pad stone 12, and both ends of the anchor beam 6 extend to the left and right sides respectively and set the pad stone 12; Two anchor rods 7; the two anchor rods 7 are respectively placed on the left and right sides of the pad stone 12, and correspondingly, through holes are provided in the front and rear directions of both ends of each anchor beam 6. After the anchor rods 7 pass through the through holes on the same side of the two anchor beams 6, the two ends are locked by locking nuts 8; Anchor rod 1; both ends of the anchor rod 1 are connected to the anchor beam 6 and the side wall of the bridge erection machine No. 1 column 13.

[0017] like Figure 1 and 3 As shown, the two ends of the anchor rod 1 are respectively hinged to the anchor beam 6 and the side wall of the bridge erection machine No. 1 column 13. The hinged connection assembly realizes flexible adjustment of the length of the anchor rod 1, can be applied to the bridge erection machine No. 1 column 13 of different specifications, and provides a large redundancy for the assembly, reducing the precision requirements of the components.

[0018] like Figure 3As shown, one end of the anchor rod 1 is connected to the middle of the anchor beam 6. The anchor rod 1 is connected to the middle of the anchor beam 6 to ensure stable support for the first column 13 of the bridge erection machine.

[0019] like Figure 1 As shown, the anchor rod 1 includes a threaded sleeve, a first screw rod, and a second screw rod. The first end of the first screw rod and the first end of the second screw rod are respectively threadedly connected to the two ends of the threaded sleeve. When adjusting the length of the anchor rod 1, the threaded sleeve can be rotated relative to the first screw rod and the second screw rod after installation.

[0020] like Figure 1 and 2 As shown, the anchoring device includes an upper hinge seat 2, an upper pin shaft 3, a lower pin shaft 4, and a lower hinge seat 5. The upper hinge seat 2 is welded to the side wall of the No. 1 column 13 of the bridge erection machine, and the lower hinge seat 5 is installed on the anchor beam 6. The second end of the first screw rod (with a twist lug) is rotatably connected to the upper hinge seat 2 through the upper pin shaft 3, and the second end of the second screw rod (with a twist lug) is rotatably connected to the lower hinge seat 5 through the lower pin shaft 4.

[0021] like Figure 2 and 3 As shown, the anchoring device includes a lower hinge seat rotating pin 10, which includes a head and a rod. The diameter of the head is larger than the diameter of the rod. The corresponding anchor beam 6 is formed into a boxed structure. A pin hole is provided at the top of the anchor beam 6. The diameter of the rod is slightly smaller than the diameter of the pin hole, and the diameter of the head is larger than the diameter of the pin hole. The head is placed in the anchor beam 6, and the rod passes upward through the pin hole and is connected to the bottom of the lower hinge seat 5. The provision of the lower hinge seat rotating pin 10 allows the lower hinge seat 5 to rotate horizontally. This structural design allows the upper hinge seat 2, the lower hinge seat 5, and the anchor rod 1 to have redundancy during installation, reducing the requirements for component accuracy and installation accuracy. It is used to allow relative rotation and connection when the axis of the lower hinge seat 5 and the first column 13 of the bridge erection machine do not coincide.

[0022] like Figure 2 As shown, the anchoring device includes an anchor plate 9 , which is provided with a through hole. The anchor plate 9 is arranged between the locking nut 8 and the anchor beam 6 , and the anchor rod 7 is arranged through the through hole in the anchor plate 9 .

[0023] like Figure 2 As shown, the anchoring device includes a friction plate 11, which is arranged between the pad stone 12 and the anchor beam 6. In some embodiments, the friction plate 11 is a high-strength and wear-resistant rubber plate, which is used for leveling and increasing friction to provide anchoring force.

[0024] Taking the SDLB200t highway bridge erecting machine as an example, a specific implementation case is provided.

[0025] like Figure 1 、 2As shown in Figure 3, the anchoring device is constructed by installing anchor beams 6 before and after the pad stone 12, and installing friction plates 11 between the pad stone 12 and the anchor beams 6. The anchor rods 7 successively pass through the front and rear anchor beams 6 and are located on the left and right sides of the pad stone 12. Anchor plates 9 and locking nuts 8 are installed before and after the anchor rods 7, and the required torque is achieved by using a torque wrench. like Figure 4-6 Install the anchor rod 1 on the upper hinge seat 2 of the No. 1 column 13 of the bridge erecting machine through the upper pin shaft 3, then adjust the anchor rod 1 to an appropriate length, and install the lower end of the anchor rod 1 on the lower hinge seat 5 through the lower pin shaft 4. This completes the anchoring work of the No. 1 column 13 of the bridge erecting machine. The bridge erecting machine can then perform a second through-hole pass on the machine arm to achieve the beam erecting state.

[0026] The above is only a preferred embodiment of the present invention. It should be pointed out that for ordinary technicians in this technical field, several improvements and modifications can be made without departing from the technical principles of the present invention. These improvements and modifications should also be regarded as within the scope of protection of the present invention.

Claims

1. A secondary through-hole No. 1 column anchoring device for a highway bridge erection machine, characterized in that: include: Two anchor beams; the two anchor beams are respectively attached to the front and rear sides of the pad stone; the width of the anchor beam is greater than the width of the pad stone, and the two ends of the anchor beam extend to the left and right sides of the pad stone respectively; Two anchor rods; the two anchor rods are placed on the left and right sides of the pad stone respectively, and through holes are provided on the front and rear sides of each anchor beam respectively. After the anchor rods pass through the through holes on the same side of the two anchor beams, the two ends are locked with locking nuts; Anchor rod; the two ends of the anchor rod are respectively connected to the anchor beam and the side wall of the No. 1 column of the bridge erection machine.

2. A highway bridge erection machine secondary through-hole No. 1 column anchoring device according to claim 1, characterized in that: The two ends of the anchor rod are hinged to the anchor beam and the side wall of the No. 1 column of the bridge erection machine respectively.

3. A secondary through-hole No. 1 column anchoring device for a highway bridge erection machine according to claim 2, characterized in that: One end of the anchor rod is connected to the middle part of the anchor beam.

4. A secondary through-hole No. 1 column anchoring device for a highway bridge erection machine according to claim 2, characterized in that: The anchor rod comprises a threaded sleeve, a first screw rod and a second screw rod. The first end of the first screw rod and the first end of the second screw rod are respectively threadedly connected to the two ends of the threaded sleeve.

5. A secondary through-hole No. 1 column anchoring device for a highway bridge erection machine according to claim 4, characterized in that: The anchoring device includes an upper hinge seat, an upper pin shaft, a lower pin shaft, and a lower hinge seat. The upper hinge seat is installed on the side wall of the No. 1 column of the bridge erection machine, and the lower hinge seat is installed on the anchor beam. The second end of the first screw rod is rotatably connected to the upper hinge seat through the upper pin shaft, and the second end of the second screw rod is rotatably connected to the lower hinge seat through the lower pin shaft.

6. A secondary through-hole No. 1 column anchoring device for a highway bridge erection machine according to claim 5, characterized in that: The anchoring device includes a lower hinge seat rotating pin shaft, and the lower hinge seat rotating pin shaft includes a head and a rod. The diameter of the head is larger than the diameter of the rod. Correspondingly, the anchor beam is formed into a boxed structure. A pin hole is provided at the top of the anchor beam. The diameter of the rod is slightly smaller than the diameter of the pin hole, and the diameter of the head is larger than the diameter of the pin hole. The head is placed in the anchor beam, and the rod passes through the pin hole upward and is connected to the bottom of the lower hinge seat.

7. A secondary through-hole No. 1 column anchoring device for a highway bridge erection machine according to claim 1, characterized in that: The anchoring device comprises an anchor plate, which is provided with a through hole. The anchor plate is arranged between the locking nut and the anchor beam, and the anchor rod is arranged through the through hole on the anchor plate.

8. A secondary through-hole No. 1 column anchoring device for a highway bridge erection machine according to claim 1, characterized in that: The anchoring device comprises a friction plate, which is arranged between the pad stone and the anchor beam.

Images