Mounting structure of arc stone wall surface at deformation joint

Abstract

The utility model relates to a mounting structure of an arc stone wall surface at a deformation joint. The mounting structure comprises stone, a plurality of first arc-shaped transverse keels and a plurality of second arc-shaped transverse keels, the stone comprises a first arc stone, a second arc stone and a full-length stone which define the arc stone wall surface; a plurality of first arc-shaped transverse keels are fixedly mounted on the first building body in the vertical direction; a plurality of second arc-shaped transverse keels are fixedly mounted on a second building body in the vertical direction; a gap exists between one end of the first arc-shaped transverse keel and one end of the second arc-shaped transverse keel; a deformation joint is formed in the ground between the first building body and the second building body; the first arc stone is installed on the first arc transverse keel, and the second arc stone is installed on the second arc transverse keel. By means of the arrangement, the risk that due to different settlement rates and uneven stress of a building at the settlement joint, the arc stone cracks and falls is reduced, and the problem that a common stone wall surface construction structure is difficult to be suitable for a building structure at the settlement joint is solved.

Description

Technical Field

[0001] The utility model belongs to the technical field of building construction, and particularly relates to an installation structure of an arc stone wall surface at a deformation joint. Background Art

[0002] In construction, if there is a settlement joint on the ground between two building structures, the stone wall connecting the two buildings is prone to cracking and falling off due to uneven stress due to different settlement rates. At present, there are few deformation joints such as ground settlement joints in indoor dry-hanging stones, and there are few arcs in large-area dry-hanging stones. Most of them are cylindrical and flat stone wall construction, which is not suitable for the installation of arc stones in building structures on both sides of the settlement joints. Utility Model Content

[0003] The purpose of the utility model is to overcome the shortcomings of the prior art and provide an installation structure for arc stone walls at deformation joints, thereby solving the technical problem that the use of ordinary stone dry hanging structures in building structures at settlement joints easily leads to stone damage.

[0004] In order to solve the above problems, the technical solution of the utility model is: an installation structure of arc stone wall at deformation joint, comprising:

[0005] Stones, including first arc stones, second arc stones and full-length stones that enclose an arc stone wall;

[0006] A plurality of first arc-shaped transverse keels are fixedly installed vertically on the first building body;

[0007] A plurality of second arc-shaped transverse purlins are fixedly installed vertically on the second building body; the first arc-shaped transverse purlins are aligned one by one with the second arc-shaped transverse purlins in the horizontal direction, and the first arc-shaped transverse purlins and the second arc-shaped transverse purlins form an arc-shaped outline for installing stones; there is a gap between one end of the first arc-shaped transverse purlin and one end of the second arc-shaped transverse purlin; there is a deformation joint on the ground between the first building body and the second building body; the first arc stone is installed on the first arc-shaped transverse purlin, and the second arc stone is installed on the second arc-shaped transverse purlin, a part of the full-length stone is pasted on the back of the first arc stone or the second arc stone, and the full-length stone covers the back side of the gap between the first arc stone and the second arc stone.

[0008] Optionally, the first vertical purlin and the second vertical purlin are fixed on the wall of the first building body, and one end of the first arc-shaped transverse purlin is welded and fixed to the first vertical purlin; the other end of the first arc-shaped transverse purlin is welded and fixed to the third vertical purlin on the back side, and the second vertical purlin and the third vertical purlin are fixedly connected by a first angle steel.

[0009] Optionally, a connecting transverse keel is fixedly arranged on the wall of the first building body through an embedded plate, and the first vertical keel is welded and fixed to the outer end of the connecting transverse keel; the connecting transverse keel, the first arc-shaped transverse keel and the first angle steel form a triangular structure.

[0010] Optionally, the connecting transverse purlin and the second vertical purlin are respectively located on adjacent walls of the first building body.

[0011] Optionally, a fourth vertical keel and a fifth vertical keel are fixed on the wall of the second building body, one end of the second arc-shaped horizontal keel is welded and fixed to the fourth vertical keel; the fifth vertical keel is welded and fixed to the third angle steel, one end of the third angle steel is welded and fixed to the sixth vertical keel, and the other end of the second arc-shaped horizontal keel is welded and fixed to the sixth vertical keel.

[0012] Optionally, the fourth vertical keel is fixedly connected to the fifth vertical keel via a second angle steel, and the second angle steel, the third angle steel and the second arc-shaped transverse keel form a triangular structure.

[0013] Optionally, the width of the gap between one end of the first arc-shaped transverse keel and one end of the second arc-shaped transverse keel is 15 mm.

[0014] Optionally, the arc stones of the same height include a first arc stone, a second arc stone and a full-length stone, the first arc stone is installed on a first arc-shaped transverse keel, the second arc stone is installed on a second arc-shaped transverse keel, a portion of the full-length stone is pasted on the back of the first arc stone or the second arc stone, and the full-length stone covers the gap between the first arc stone and the second arc stone.

[0015] Optionally, the width of the full-length stone is 50 mm.

[0016] Optionally, the deformation joint is one of a settlement joint and an expansion joint.

[0017] Optionally, the first arc stone and the second arc stone are formed by dividing a whole arc stone.

[0018] Compared with the prior art, the utility model has the following beneficial effects:

[0019] The utility model welds steel frames separately on the building bodies on both sides of the settlement joint, and adds wall expansion joints at the junction of the frames to reduce the risk of stone cracks connecting the building structures on both sides of the settlement joint due to different settlement rates. When dry hanging stones, larger stones are cut before installation, which facilitates the production and processing of stones, improves the stone yield rate, and solves the problem that ordinary stone wall construction structures are difficult to apply to building structures at settlement joints. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] Figure 1 is a three-dimensional schematic diagram of the installation structure in the embodiment;

[0021] Figure 2 It is a plan view of the installation structure in the embodiment.

[0022] Figure numerals: 1. first building body; 2. second building body; 3. deformation joint; 41. first vertical keel; 42. second vertical keel; 43. third vertical keel; 44. fourth vertical keel; 45. fifth vertical keel; 46. sixth vertical keel; 51. first angle steel; 52. second angle steel; 53. third angle steel; 61. first arc-shaped transverse keel; 62. second arc-shaped transverse keel; 63. connecting transverse keels; 7. gap. DETAILED DESCRIPTION

[0023] The utility model is further described in detail below in conjunction with the accompanying drawings and embodiments.

[0024] Example: Figure 1 and Figure 2 As shown, this embodiment provides an installation structure for an arc stone wall at a deformation joint, including stone, a plurality of first arc-shaped transverse keels 61 and a plurality of second arc-shaped transverse keels 62; the stone includes a first arc stone, a second arc stone and a full-length stone that form an arc stone wall; a plurality of first arc-shaped transverse keels 61 are vertically fixedly installed on a first building body 1; a plurality of second arc-shaped transverse keels 62 are vertically fixedly installed on a second building body 2; the first arc-shaped transverse keels 61 and the second arc-shaped transverse keels 62 are aligned one by one in the horizontal direction, and ... The transverse keel 61 and the second arc-shaped transverse keel 62 form an arc-shaped outline for installing stones; there is a gap 7 between one end of the first arc-shaped transverse keel 61 and one end of the second arc-shaped transverse keel 62; the ground between the first building body 1 and the second building body 2 has a deformation joint 3; the first arc stone is installed on the first arc-shaped transverse keel 61, and the second arc stone is installed on the second arc-shaped transverse keel 62. A part of the full-length stone is pasted on the back of the first arc stone or the second arc stone, and the full-length stone covers the back side of the gap between the first arc stone and the second arc stone.

[0025] Through the above arrangement, the steel skeleton is installed separately, the first arc stone is installed on the first arc transverse keel 61, and the second arc stone is installed on the second arc transverse keel 62. There is a gap between the first arc stone and the second arc stone, and the gap is covered by the full-length stone, so as to realize the installation of the arc stone wall at the settlement joint, reducing the risk of the arc stone breaking and falling due to different settlement rates and uneven force of the building at the settlement joint. The problem that the ordinary stone wall construction structure is difficult to apply to the building structure at the settlement joint is solved.

[0026] In the installation structure of the arc stone wall at the deformation joint of the present embodiment, the first vertical keel 41 and the second vertical keel 42 are fixed on the wall of the first building body 1, one end of the first arc-shaped horizontal keel 61 is welded and fixed to the first vertical keel 41; the other end of the first arc-shaped horizontal keel 61 is welded and fixed to the back side of the third vertical keel 43, and the second vertical keel 42 and the third vertical keel 43 are fixedly connected by the first angle steel 51. Such an arrangement has a simple structure and plays a good fixing role on both ends of the first arc-shaped horizontal keel 61.

[0027] In the installation structure of the circular arc stone wall at the deformation joint of the present embodiment, the wall of the first building body 1 is fixedly provided with a connecting transverse keel 63 through an embedded plate, and the first vertical keel 41 is welded and fixed to the outer end of the connecting transverse keel 63; the connecting transverse keel 63, the first arc-shaped transverse keel 61 and the first angle steel 51 form a triangular structure. In this way, the triangular structure of the skeleton is more stable, the installation stability of the first arc-shaped transverse keel 61 is improved, and thus the installation stability of the first circular arc stone is improved, and the risk of damage to the first circular arc stone is reduced.

[0028] In the installation structure of the arc stone wall at a deformation joint of this embodiment, the connecting transverse keel 63 and the second vertical keel 42 are respectively located on the adjacent walls of the first building body 1. This arrangement facilitates the connecting transverse keel 63, the first arc-shaped transverse keel 61 and the first angle steel 51 to form a triangular structure.

[0029] In the installation structure of the circular arc stone wall at the deformation joint of the present embodiment, the fourth vertical keel 44 and the fifth vertical keel 45 are fixedly arranged on the wall of the second building body 2, one end of the second arc-shaped horizontal keel 62 is welded and fixed to the fourth vertical keel 44; the fifth vertical keel 45 is welded and fixed to the third angle steel 53, one end of the third angle steel 53 is welded and fixed to the sixth vertical keel 46, and the other end of the second arc-shaped horizontal keel 62 is welded and fixed to the sixth vertical keel 46. In this arrangement, through the cooperation of the fourth vertical keel 44, the fifth vertical keel 45, the third angle steel 53 and the sixth vertical keel 46, the second arc-shaped horizontal keel 62 is well positioned and fixed, the structure is simple, the installation is convenient, and the installation stability is good.

[0030] In the installation structure of the circular arc stone wall at the deformation joint of the present embodiment, the fourth vertical keel 44 and the fifth vertical keel 45 are fixedly connected by the second angle steel 52, and the second angle steel 52, the third angle steel 53 and the second arc-shaped transverse keel 62 form a triangular structure. In this way, the skeleton forming the triangular structure is more stable, thereby improving the installation stability of the stone. Optionally, the second angle steel 52 is perpendicular to the third angle steel 53, which is convenient for installation and positioning and has high construction efficiency. Optionally, the connecting transverse keel 63 is made of angle steel.

[0031] In the installation structure of the circular arc stone wall at the deformation joint of the present embodiment, the width of the gap 7 between one end of the first arc-shaped transverse keel 61 and one end of the second arc-shaped transverse keel 62 is 15 mm.

[0032] In the installation structure of the arc stone wall at the deformation joint of this embodiment, the width of the full-length stone is 50 mm.

[0033] In the installation structure of the arc stone wall at a deformation joint of this embodiment, the deformation joint 3 is one of a settlement joint and an expansion joint. The installation structure of this embodiment can be applied to buildings at deformation joints 3 such as settlement joints or expansion joints, and has a wide range of applications.

[0034] In the installation structure of the arc stone wall at the deformation joint of the present embodiment, the first arc stone and the second arc stone are divided from the whole arc stone. In this way, after the whole arc stone is processed, the whole arc stone is cut from the middle to become the first arc stone and the second arc stone, and then the full-length stone is pasted on the back of one of the arc stones, and then the first arc stone is installed on the first arc-shaped transverse keel 61, and the second arc stone is installed on the second arc-shaped transverse keel 62, so that the first arc stone and the second arc stone are surrounded by an arc shape, and at the same time, the full-length stone covers the gap between the first arc stone and the second arc stone. The arc stone wall installed in this way has good integrity, and the stone texture is coherent and beautiful. The structure is simple, the installation is convenient, it is convenient for stone processing and manufacturing, and the stone yield is improved.

[0035] In the installation structure of the arc stone wall at the deformation joint of this embodiment, the first building body 1 is a steel structure giant column. When installing the frame, the embedded plate is first welded on the first building body 1. After the embedded plate is welded and fixed, the connecting horizontal keel 63 is welded to the embedded plate, and then the first vertical keel 41 is welded to the connecting horizontal keel 63, and the second vertical keel 42 is welded to the embedded plate at the corresponding position. The structure is simple and easy to install.

[0036] In the installation structure of the arc stone wall at the deformation joint of the present embodiment, the first arc-shaped transverse keel 61 and the second arc-shaped transverse keel 62 are both made of hot-dip galvanized angle steel.

Claims

1. An installation structure for arc stone wall at deformation joint, characterized in that: include: Stones, including first arc stones, second arc stones and full-length stones forming an arc stone wall; A plurality of first arc-shaped transverse keels (61) are fixedly installed vertically on the first building body (1); A plurality of second arc-shaped transverse keels (62) are fixedly installed on the second building body (2) in the vertical direction; the first arc-shaped transverse keels (61) and the second arc-shaped transverse keels (62) are aligned one by one in the horizontal direction, and the first arc-shaped transverse keels (61) and the second arc-shaped transverse keels (62) form an arc-shaped outline for installing stones; there is a gap (7) between one end of the first arc-shaped transverse keel (61) and one end of the second arc-shaped transverse keel (62); the ground between the first building body (1) and the second building body (2) has a deformation joint (3); the first arc stone is installed on the first arc-shaped transverse keel (61), and the second arc stone is installed on the second arc-shaped transverse keel (62); a part of the full-length stone is pasted on the back of the first arc stone or the second arc stone, and the full-length stone covers the back side of the gap between the first arc stone and the second arc stone.

2. The installation structure of the arc stone wall at the deformation joint according to claim 1 is characterized in that: A first vertical keel (41) and a second vertical keel (42) are fixed to the wall of the first building body (1); one end of a first arc-shaped transverse keel (61) is welded and fixed to the first vertical keel (41); the other end of the first arc-shaped transverse keel (61) is welded and fixed to the back side of the third vertical keel (43); the second vertical keel (42) and the third vertical keel (43) are fixedly connected via a first angle steel (51).

3. The installation structure of the arc stone wall at the deformation joint according to claim 2 is characterized in that: A connecting transverse keel (63) is fixedly arranged on the wall of the first building body (1) via an embedded plate, and a first vertical keel (41) is welded and fixed to the outer end of the connecting transverse keel (63); the connecting transverse keel (63), the first arc-shaped transverse keel (61) and the first angle steel (51) form a triangular structure.

4. The installation structure of the arc stone wall at the deformation joint according to claim 3 is characterized in that: The connecting transverse keel (63) and the second vertical keel (42) are respectively located on adjacent walls of the first building body (1).

5. The installation structure of the arc stone wall at the deformation joint according to claim 1 is characterized in that: A fourth vertical keel (44) and a fifth vertical keel (45) are fixedly arranged on the wall of the second building body (2); one end of the second arc-shaped transverse keel (62) is welded and fixed to the fourth vertical keel (44); the fifth vertical keel (45) is welded and fixed to the third angle steel (53); one end of the third angle steel (53) is welded and fixed to the sixth vertical keel (46); and the other end of the second arc-shaped transverse keel (62) is welded and fixed to the sixth vertical keel (46).

6. The installation structure of the arc stone wall at the deformation joint according to claim 5 is characterized in that: The fourth vertical keel (44) and the fifth vertical keel (45) are fixedly connected via a second angle steel (52), and the second angle steel (52), the third angle steel (53) and the second arc-shaped transverse keel (62) form a triangular structure.

7. The installation structure of the arc stone wall at the deformation joint according to claim 1 is characterized in that: The width of the gap (7) between one end of the first arc-shaped transverse keel (61) and one end of the second arc-shaped transverse keel (62) is 15 mm.

8. The installation structure of the arc stone wall at the deformation joint according to claim 1 is characterized in that: The width of the full-length stone is 50mm.

9. The installation structure of the arc stone wall at the deformation joint according to claim 1 is characterized in that: The deformation joint (3) is a kind of settlement joint and expansion joint.

10. The installation structure of the arc stone wall at the deformation joint according to claim 1, characterized in that: The first arc stone and the second arc stone are formed by dividing the whole arc stone.

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