Latticed column deviation reinforcing component

Abstract

The utility model provides a latticed column deviation reinforcing component which comprises a deviation latticed column of a deep foundation pit latticed tower crane foundation and profile steel connecting rods connected with the deviation latticed column. Triangular box body connecting steel plates are arranged between the deviation latticed column and the profile steel connecting rods. And the triangular box body connecting steel plates are respectively welded with the profile steel connecting rods and the offset latticed columns. According to the utility model, the problem of deviation of the lattice column of the deep foundation pit lattice type tower crane foundation can be solved, the construction procedures can be reasonably arranged, the subsequent construction period is not influenced, and the safe use of the subsequent tower crane foundation can be ensured.

Description

Technical Field

[0001] The utility model relates to the field of tower crane construction, and particularly relates to a latticed column deviation reinforcement member. Background Art

[0002] The latticed tower crane foundation is a commonly used tower crane support structure and is widely used in the deep basement structure of building projects. Compared with the conventional tower crane foundation, the latticed tower crane foundation is put into use earlier in the deep foundation pit excavation, which can reduce the labor intensity, improve the worker efficiency, and speed up the project progress. The latticed column piles of the latticed tower crane foundation generally need to be constructed before the deep foundation pit excavation, and the buried depth of the latticed column piles is relatively deep. During the construction process, the positioning of the latticed column piles is inaccurate or the pile body is inclined. When the latticed column is deviated during installation, it will affect the overall force of the tower crane foundation and the subsequent reinforcement work, resulting in affecting the normal use of the tower crane. Content of the Utility Model

[0003] The purpose of the utility model is to provide a latticed column deviation reinforcement member.

[0004] To solve the above problems, the utility model provides a latticed column deviation reinforcement member, including:

[0005] The accurately positioned latticed column and the deviated latticed column with a preset distance therebetween;

[0006] The triangular box connecting steel plate fixed on the deviated latticed column;

[0007] The haunch plate fixed on the accurately positioned latticed column;

[0008] The profiled steel connecting rod connecting the haunch plate and the triangular box connecting steel plate.

[0009] Further, in the above latticed column deviation reinforcement member, when the triangular box connecting steel plate and the haunch plate are arranged at the same horizontal height, the profiled steel connecting rod is a profiled steel horizontal brace.

[0010] Further, in the above latticed column deviation reinforcement member, when the triangular box connecting steel plate and the haunch plate are arranged at different horizontal heights, the profiled steel connecting rod is a profiled steel diagonal brace.

[0011] Further, in the above latticed column deviation reinforcement member, the triangular box connecting steel plate is respectively welded and connected to the profiled steel connecting rod and the deviated latticed column.

[0012] Further, in the above latticed column deviation reinforcement member, the triangular box connecting steel plate is spliced by steel plates with a thickness of 16 mm.

[0013] Further, in the above lattice column deviation reinforcement member, the lengths of the sides of the triangular box connecting steel plate correspond to the distance between the deviated lattice column and the profiled steel connecting rod and the lattice column deviation angle.

[0014] Further, in the above lattice column deviation reinforcement member, the triangular box connecting steel plate exactly fills the gap between the deviated lattice column and the profiled steel connecting rod.

[0015] Further, in the above lattice column deviation reinforcement member, the sides of the triangular box connecting steel plate are welded and connected.

[0016] Further, in the above lattice column deviation reinforcement member, the haunch plates are respectively welded to the accurately positioned lattice column and the profiled steel connecting rod.

[0017] Compared with the prior art, the utility model has the following advantages:

[0018] 1. The lattice column deviation reinforcement member of the utility model is not limited by the lattice column deviation angle and can be arranged between any deviated lattice column and the profiled steel horizontal brace (diagonal brace) to solve the problem of the deviated lattice column.

[0019] 2. The utility model can directly use the original steel plates on site or the haunch plates between the lattice column and the profiled steel horizontal brace (diagonal brace) as the production raw materials, and the materials are convenient to obtain.

[0020] 3. The utility model can be directly welded between the deviated lattice column and the profiled steel horizontal brace (diagonal brace), and the operation is convenient.

[0021] 4. The utility model can not only solve the problem of the deviation of the lattice column of the lattice type tower crane foundation in the deep foundation pit, but also reasonably arrange the construction process, and does not affect the subsequent construction period, and can ensure the safe use of the subsequent tower crane foundation. BRIEF DESCRIPTION OF THE DRAWINGS

[0022] Figure 1 is a schematic diagram of the lattice column deviation reinforcement member of an embodiment of the utility model. DETAILED DESCRIPTION OF THE EMBODIMENTS

[0023] In order to make the above objects, features and advantages of the utility model more obvious and understandable, the utility model will be further described in detail below with reference to the drawings and specific embodiments.

[0024] As Figure 1 shown, the utility model provides a lattice column deviation reinforcement member, including:

[0025] An accurately positioned lattice column 4 and a deviated lattice column 1 spaced apart by a preset distance;

[0026] A triangular box connecting steel plate 3 fixed on the deviated lattice column 1;

[0027] The haunch plate 5 fixed on the accurately positioned lattice column 4;

[0028] The profiled steel connecting rod 2 connecting the haunch plate 5 and the triangular box connecting steel plate 3.

[0029] Herein, the present utility model includes: a displaced lattice column of a deep foundation pit lattice tower crane foundation, a profiled steel connecting rod connected to the displaced lattice column, a triangular box connecting steel plate arranged between the displaced lattice column and the profiled steel connecting rod, and the triangular box connecting steel plate is welded to the profiled steel connecting rod and the displaced lattice column respectively. The present utility model can not only solve the problem of the displacement of the lattice column of the deep foundation pit lattice tower crane foundation, but also reasonably arrange the construction process, without affecting the subsequent construction period, and can ensure the safe use of the subsequent tower crane foundation.

[0030] Specifically, the triangular box connecting steel plate 3 can be formed by welding three steel plates processed from the material of the haunch plate 5 on site.

[0031] The triangular box connecting steel plate 3 is arranged between the displaced lattice column 1 and the profiled steel connecting rod 2 and is firmly welded to both, serving as a force transmission member between the two.

[0032] In an embodiment of the lattice column displacement reinforcement member of the present utility model, when the triangular box connecting steel plate 3 and the haunch plate 5 are arranged at the same horizontal height, the profiled steel connecting rod 3 is a profiled steel horizontal brace.

[0033] In an embodiment of the lattice column displacement reinforcement member of the present utility model, when the triangular box connecting steel plate 3 and the haunch plate 5 are arranged at different horizontal heights, the profiled steel connecting rod 3 is a profiled steel diagonal brace.

[0034] Herein, the core idea of the present utility model is to provide a lattice column displacement reinforcement member that can be used between any displaced lattice column and a profiled steel horizontal brace (diagonal brace) to achieve compensation for the displacement of the lattice column. The lattice column displacement reinforcement member is welded between the displaced lattice column and the profiled steel horizontal brace (diagonal brace).

[0035] In an embodiment of the lattice column displacement reinforcement member of the present utility model, the triangular box connecting steel plate 3 is respectively welded and connected to the profiled steel connecting rod 2 and the displaced lattice column 1.

[0036] In an embodiment of the lattice column displacement reinforcement member of the present utility model, the triangular box connecting steel plate is formed by splicing steel plates with a thickness of 16 mm.

[0037] In an embodiment of the lattice column displacement reinforcement member of the present utility model, the lengths of the sides of the triangular box connecting steel plate correspond to the distances between the displaced lattice column and the profiled steel connecting rod and the displacement angle of the lattice column, and can be directly measured on site.

[0038] In an embodiment of the lattice column deviation reinforcement member of the present utility model, the triangular box connecting steel plate exactly fills the gap between the deviated lattice column and the profiled steel connecting rod.

[0039] In an embodiment of the lattice column deviation reinforcement member of the present utility model, each side of the triangular box connecting steel plate is welded and connected.

[0040] In an embodiment of the lattice column deviation reinforcement member of the present utility model, the haunch plates 5 are respectively welded to the accurately positioned lattice column 4 and the profiled steel connecting rod 2.

[0041] Compared with the prior art, the present utility model has the following advantages:

[0042] 1. The lattice column deviation reinforcement member of the present utility model is not limited by the deviation angle of the lattice column and can be arranged between any deviated lattice column and the profiled steel horizontal brace (diagonal brace) to solve the problem of the deviated lattice column.

[0043] 2. The present utility model can directly utilize the original steel plates on site or the haunch plates between the lattice column and the profiled steel horizontal brace (diagonal brace) as the production raw materials, and the material taking is convenient.

[0044] 3. The present utility model can be directly welded between the deviated lattice column and the profiled steel horizontal brace (diagonal brace), and the operation is convenient.

[0045] 4. The present utility model can not only solve the problem of the deviation of the lattice column of the lattice type tower crane foundation in the deep foundation pit, but also reasonably arrange the construction process, and does not affect the subsequent construction period, and can ensure the safe use of the subsequent tower crane foundation.

[0046] In this specification, each embodiment is described in a progressive manner. The key point of each embodiment is to illustrate the differences from other embodiments. The same or similar parts among the embodiments can be referred to each other.

[0047] Obviously, those skilled in the art can make various changes and modifications to the utility model without departing from the spirit and scope of the present utility model. Thus, if these modifications and variations of the present utility model fall within the scope of the claims of the present utility model and their equivalent technologies, the present utility model is also intended to include these changes and modifications.

Claims

1. A lattice column offset reinforcement component, characterized in that: include: Accurately positioned lattice columns and offset lattice columns spaced at preset distances; A triangular box connecting steel plate fixed on the offset lattice column; A haunch plate fixed to the accurately positioned lattice column; A steel connecting rod is used to connect the haunch plate and the triangular box connecting steel plate.

2. The lattice column offset reinforcement component according to claim 1, characterized in that: When the triangular box connecting steel plate and the haunch plate are arranged at the same horizontal height, the steel connecting rod is a steel horizontal support.

3. The lattice column offset reinforcement component according to claim 1, characterized in that: When the triangular box connecting steel plate and the haunch plate are arranged at different horizontal heights, the steel connecting rod is a steel diagonal brace.

4. The lattice column offset reinforcement component according to claim 1, characterized in that: The triangular box connecting steel plates are respectively connected by welding to the steel connecting rods and the offset lattice columns.

5. The lattice column offset reinforcement component according to claim 1, characterized in that: The triangular box connecting steel plates are formed by splicing steel plates with a thickness of 16 mm.

6. The lattice column offset reinforcement component according to claim 1, characterized in that: The length of each side of the triangular box connecting steel plate corresponds to the distance between the offset lattice column and the steel connecting rod and the offset angle of the lattice column.

7. The lattice column offset reinforcement component according to claim 1, characterized in that: The triangular box connecting steel plate just fills the gap between the offset lattice column and the steel connecting rod.

8. The lattice column offset reinforcement component according to claim 1, characterized in that: The triangular box body is connected by welding the respective sides of the steel plates.

9. The lattice column offset reinforcement component according to claim 1, characterized in that: The haunch plates are respectively welded to the accurately positioned lattice columns and the steel connecting rods.

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