Sleeper steel mould positioning system and steel mould comprising same

Abstract

The utility model provides a sleeper steel mould positioning system and a steel mould containing the positioning system.The sleeper steel mould positioning system comprises a positioning support, the positioning support is located on the outer side of a mould shell and is fixedly connected with a bottom plate of the mould shell, a long round hole is formed in the bottom face of the positioning support, and the positioning support is fixedly connected with the bottom plate of the mould shell. A through hole penetrating through a bottom plate is formed in the position, corresponding to the long round hole, of the bottom plate of the formwork, and the end, away from the anchoring part, of the spike bolt sequentially penetrates through the through hole and the long round hole, extends out of the support and is locked through a locking nut. The sleeper steel mold positioning system can be installed on an original steel mold to be used in the production of manufacturing a concrete sleeper through a spike first anchoring method, so that manual anchoring is replaced, the anchoring efficiency of spikes is greatly improved, a new steel mold does not need to be manufactured, steel mold manufacturing materials are saved, steel mold manufacturing cost is saved, and practicability is high.

Description

Technical Field

[0001] The utility model relates to a sleeper steel mold, in particular to a sleeper steel mold positioning system and a steel mold containing the positioning system, belonging to the technical field of concrete sleeper manufacturing. Background Art

[0002] The sleepers support the rails and keep them stable. Therefore, in the construction of railway tracks, it is necessary to anchor the spikes to fix the rails on the sleepers so that the rails and sleepers are connected as a whole. At present, when sleepers are made, reserved holes for anchoring the spikes are reserved first. After the sleepers are made, most of them are manually anchored after the sleepers are laid on the line. Some are also manually anchored at special sites in the production base. In both methods, the anchoring material is poured into the reserved holes of the sleepers first, and then the locator is used to insert the spikes into the reserved holes. After the anchoring material solidifies, the locator is removed to complete the spike anchoring construction. Both of the above methods are manually operated and inefficient, which affects the progress of railway line laying.

[0003] Therefore, in order to improve the efficiency of spike anchoring and ensure the speed of railway line laying, a new method for producing concrete sleepers is proposed, that is, the spikes are anchored first and then the sleepers are made. The sleepers made by this method directly anchor the spikes, and the rails can be directly installed after the sleepers are laid, laying the foundation for speeding up the speed of railway track laying.

[0004] The production of sleepers requires a sleeper steel mold. In order to reserve the reserved holes required for anchoring the spikes on the sleepers, the existing steel molds need to be installed with sleeves. Obviously, the above steel molds are not suitable for the new production method of anchoring the spikes first and then producing the sleepers. Therefore, there is an urgent need for a steel mold suitable for the above-mentioned spike-first anchoring method to produce concrete sleepers. Utility Model Content

[0005] In order to overcome the defects and shortcomings of the prior art, the utility model provides a sleeper steel mold positioning system and also provides a steel mold suitable for manufacturing concrete sleepers by the spike anchoring method.

[0006] To achieve the above purpose, the utility model provides a sleeper steel mold positioning system, the sleeper steel mold has a mold shell and a rail groove plate arranged in the mold shell, which is used to detachably install the anchor shaft in the mold shell, the anchor shaft includes a spike bolt and an anchoring part formed by a solidified anchoring material arranged on the outer surface of the anchoring end of the spike bolt; the sleeper steel mold positioning system includes a positioning bracket, the positioning bracket is located on the outer side of the mold shell and is fixedly connected to the bottom plate of the mold shell, an oblong hole is opened on the bottom surface of the positioning bracket, and a through hole penetrating the bottom plate is opened at a position corresponding to the oblong hole on the bottom plate of the mold shell, and one end of the spike bolt away from the anchoring part passes through the through hole and the oblong hole in turn to extend out of the bracket and is locked by a locking nut. The sleeper steel mold positioning system of the above scheme can be installed on the original steel mold for use in the production of concrete sleepers made by the spike first anchoring method, thereby replacing manual anchoring, greatly improving the anchoring efficiency of the spike, and no new steel mold needs to be made, saving steel mold making materials and steel mold making costs, and having strong practicality.

[0007] In the above technical solution, the positioning bracket includes a rubber sleeve support plate and a support plate, the bottom end of the support plate is fixed to the two ends of the rubber sleeve support plate, the top ends of the two support plates are fixedly connected to the outer surface of the bottom plate of the mold shell, and the rubber sleeve support plate is arranged parallel to the upper surface of the rail groove plate.

[0008] In the above technical solution, a rubber sleeve is sleeved on the outside of the spike bolt, the rubber sleeve is located in the through hole, its top end contacts the bottom surface of the anchoring part, and its bottom end extends out of the bottom plate of the mold shell and is pressed against the upper surface of the rubber sleeve support plate.

[0009] In the above technical solution, the upper outer diameter of the rubber sleeve is larger than the lower outer diameter to form a T-shaped structure in longitudinal section.

[0010] In the above technical solution, the inner hole of the rubber sleeve is a T-shaped hole with a top diameter larger than a lower diameter, and a threaded section is provided on the upper part of the cylindrical part of the T-shaped hole, and the rubber sleeve is threadedly connected to the spike bolt through the threaded section.

[0011] The utility model also provides a sleeper steel mold, including a mold shell and a frame arranged outside the mold shell, a plurality of molding cavities are formed in the mold shell by partitions, two rail groove plates are arranged in each molding cavity, and two symmetrically arranged anchoring shafts are installed on each of the rail groove plates, and the anchoring shafts are installed on the rail groove plates through the above-mentioned sleeper steel mold positioning system.

[0012] Compared with the prior art, the utility model has the following technical effects:

[0013] 1. The rail sleeper steel mold positioning system of the utility model can be installed on the original steel mold for use in the production of concrete sleepers by the spike first anchoring method, thereby replacing manual anchoring, greatly improving the anchoring efficiency of the spikes, and not requiring the production of new steel molds, saving steel mold production materials and steel mold production costs, and having strong practicality;

[0014] 2. The rail sleeper steel mold positioning system of the utility model is provided with a rubber sleeve between the spike bolts and the rail groove plate and the bottom plate of the mold shell, and the rubber sleeve is pressed tightly in the through hole through the cooperation between the rubber sleeve supporting plate and the anchoring part on the spike. The deformation of the rubber sleeve prevents the concrete slurry from leaking, thereby ensuring the reliability of use. The structure is simple, the design is ingenious, and it is easy to implement.

[0015] 3. The rail sleeper steel mold of the utility model installs the anchor shaft on the rail groove plate by tightening the locking nut. When demoulding, the locking nut is loosened and removed, and the anchoring part of the anchor shaft is combined with the concrete and is ejected from the mold together with the rail sleeper. It can be applied to the production of concrete sleepers by the spike-anchor method, and the anchor shaft can be easily installed. The spike bolts can also be easily loosened when demoulding, and the construction is simple. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] The accompanying drawings, which constitute a part of this specification and are used to further understand the present utility model, illustrate preferred embodiments of the present utility model and are used together with the specification to illustrate the principle of the present utility model. In the drawings:

[0017] Figure 1 This is a schematic diagram of the structure of the sleeper steel mold positioning system of the utility model in the front view direction;

[0018] Figure 2 This is a schematic diagram of the side view structure of the sleeper steel mold positioning system of the utility model.

[0019] Figure 3 This is a schematic diagram of the structure of the sleeper steel mold of the utility model in the front view direction;

[0020] Figure 4 for Figure 3 Schematic diagram of the structure of AA.

[0021] The numbers in the figure represent the following meanings: 1. formwork, 101. bottom plate of formwork, 2. track groove plate, 3. oblong hole, 4. anchor shaft, 401. anchor part, 402. spike bolt, 5. positioning system, 501. positioning bracket, 511. support plate, 512. rubber sleeve support plate, 502, rubber sleeve, 503, locking nut, 6. supporting beam, 7. top beam, 8. bottom beam, 9. side beam, 10. end beam. DETAILED DESCRIPTION

[0022] The following is a detailed description of the embodiments of the present invention in conjunction with the accompanying drawings. However, the present invention can be implemented in many different ways as defined and covered by the claims.

[0023] Example 1: Figure 1 and 2 As shown, a sleeper steel mold positioning system is provided, the sleeper steel mold comprises a mold shell 1 and a rail groove plate 2 arranged in the mold shell 1, which is used for detachably installing an anchor shaft 4 in the mold shell 1, the anchor shaft 4 comprises a spike bolt 402 and an anchoring portion 401 formed by a solidified anchoring material arranged on the outer surface of the anchoring end of the spike bolt 402; the sleeper steel mold positioning system 5 comprises a positioning bracket 501, the positioning bracket 501 is located on the outer side of the mold shell 1 and is fixedly connected to the bottom plate of the mold shell 1, an oblong hole 3 is provided on the bottom surface of the positioning bracket 501, a through hole penetrating the mold shell bottom plate 1 is provided at a position corresponding to the oblong hole 3 on the mold shell bottom plate 101, and the end of the spike bolt 402 away from the anchoring portion 401 passes through the through hole and the oblong hole 3 in turn, protrudes out of the positioning bracket 501 and is locked by a locking nut 503.

[0024] The positioning bracket 501 includes a rubber sleeve support plate 512 and a support plate 511. The bottom end of the support plate 511 is fixed to the two ends of the rubber sleeve support plate 512. The top ends of the two support plates 511 are fixedly connected to the outer surface of the bottom plate 101 of the mold shell. The rubber sleeve support plate 512 is arranged parallel to the upper surface of the track groove plate 2.

[0025] In order to prevent concrete slurry from leaking from the formwork 1 and ensure the reliability of the utility model, a rubber sleeve 502 is sleeved on the outside of the spike bolt 402. The rubber sleeve 502 is located in the through hole, with its top end in contact with the bottom surface of the anchoring part 401, and its bottom end extending out of the bottom plate 101 of the formwork and crimped on the upper surface of the rubber sleeve support plate 512.

[0026] In this embodiment, the upper outer diameter of the rubber sleeve 502 is larger than the lower outer diameter to form a T-shaped longitudinal section. The inner hole of the rubber sleeve 502 is a T-shaped hole with a top diameter larger than the bottom diameter. The upper part of the cylindrical part of the T-shaped hole is provided with a threaded section, and the rubber sleeve 502 is threadedly connected to the spike bolt 402 through the threaded section. Such a design can ensure that the rubber sleeve is removed from the steel mold during demoulding.

[0027] Example 2: See Figure 3 and Figure 4 The utility model also provides a sleeper steel mold, comprising a mold shell 1 and a frame arranged outside the mold shell 1, such as Figure 4As shown, the steel mold of this embodiment is a double mold shell design, that is, two mold shells are arranged side by side, and the frame of this embodiment is welded by a bottom beam 8, a top beam 7, side beams 9 located on both sides, and end beams 10 located at both ends. Multiple forming cavities are formed in the mold shell 1 by partitions, and two track groove plates 2 are arranged in each forming cavity. Two symmetrically arranged anchor shafts 4 are installed on each track groove plate 2, and the anchor shafts 4 are installed on the track groove plate 2 through the sleeper steel mold positioning system 5 of the embodiment.

[0028] When in use, tighten the locking nut 503 to install the anchor shaft 4 on the track groove plate 2. When demoulding, loosen and remove the locking nut 501, and the anchoring part of the anchor shaft 4 is combined with the concrete and is removed from the steel mold together with the sleeper. It can be applied to the spike-anchor method to make concrete sleepers, and the anchor shaft 4 can be easily installed. The spike bolt 402 can also be easily loosened during demoulding, and the construction is simple.

[0029] The above description is only the preferred embodiment of the utility model, and is not intended to limit the utility model. For those skilled in the art, the utility model can have various modifications and changes. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the utility model shall be included in the protection scope of the utility model.

Claims

1. A sleeper steel mold positioning system, wherein the sleeper steel mold comprises a mold shell and a rail groove plate arranged in the mold shell, characterized in that: The sleeper steel mold positioning system is used to detachably install the anchor shaft in the mold shell, and the anchor shaft includes a spike bolt and an anchor portion formed by a solidified anchor material arranged on the outer surface of the anchor end of the spike bolt; The sleeper steel mold positioning system includes a positioning bracket, which is located on the outer side of the mold shell and fixedly connected to the bottom plate of the mold shell. An oblong hole is opened on the bottom surface of the positioning bracket, and a through hole that penetrates the bottom plate of the mold shell is opened at a position corresponding to the oblong hole on the bottom plate of the mold shell. One end of the spike bolt away from the anchoring part passes through the through hole and the oblong hole in turn, extends out of the positioning bracket, and is locked by a locking nut.

2. The sleeper steel mold positioning system according to claim 1, characterized in that: The positioning bracket includes a rubber sleeve support plate and a support plate. The bottom end of the support plate is fixed to the two ends of the rubber sleeve support plate. The top ends of the two support plates are fixedly connected to the outer surface of the bottom plate of the mold shell. The rubber sleeve support plate is arranged parallel to the upper surface of the track groove plate.

3. The sleeper steel mold positioning system according to claim 2, characterized in that: A rubber sleeve is sleeved on the outer side of the spike bolt. The rubber sleeve is located in the through hole, with its top end in contact with the bottom surface of the anchoring portion, and its bottom end extending out of the bottom plate of the mold shell and pressed against the upper surface of the rubber sleeve support plate.

4. The sleeper steel mold positioning system according to claim 3, characterized in that: The outer diameter of the upper part of the rubber sleeve is larger than the outer diameter of the lower part, forming a structure with a T-shaped longitudinal section.

5. The sleeper steel mold positioning system according to claim 4, characterized in that: The inner hole of the rubber sleeve is a T-shaped hole with a top diameter larger than a lower diameter. A threaded section is provided on the upper part of the cylindrical part of the T-shaped hole, and the rubber sleeve is threadedly connected to the spike bolt through the threaded section.

6. A steel mold for a sleeper, comprising a mold shell and a frame arranged outside the mold shell, wherein a plurality of forming cavities are formed in the mold shell by partitions, and two rail groove plates are arranged in each forming cavity, characterized in that: Two symmetrically arranged anchoring shafts are installed on each of the rail groove plates, and the anchoring shafts are installed on the rail groove plate through the sleeper steel mold positioning system described in any one of claims 1 to 5.

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