Corridor rock plate dry hanging structure

Abstract

The utility model relates to a corridor rock plate dry hanging structure, and relates to the field of corridor decoration. The device comprises a keel frame, first angle iron and second angle iron are fixedly installed on the left side of the keel frame through anchor bolts, a dry hanging piece is fixedly installed at the top of the first angle iron through bolts, a modeling rock plate is inserted into the surface of the dry hanging piece, and a vertical rod and a transverse rod are arranged on the outer side of the modeling rock plate; and inserting holes are formed in the surfaces of the modeling rock plates, and inserting blocks are welded to the surfaces of the vertical rods and the surfaces of the transverse rods. The vertical rods and the cross rods can be fixed to the modeling rock plate through cooperation of the insertion blocks and the structural adhesive, meanwhile, the vertical rods and the cross rods are fixed into a whole through cooperation of hoops and bolt pieces, the vertical rods are limited through insertion of the vertical rods and penetrating holes, then the vertical rods are locked to the tops of the second angle irons through arrangement of the bolt rods, and therefore the modeling rock plate is fixed to the modeling rock plate. Therefore, the purposes that the upper rock plate and the keel frame are reinforced, and then the structural stability of the upper modeling rock plate is improved are achieved.

Description

Technical Field

[0001] The present application relates to the field of corridor decoration, and in particular to a corridor rock slab dry hanging structure. Background Art

[0002] During the corridor decoration construction, in order to improve the aesthetics of the corridor, the surface of the corridor wall is decorated by dry hanging of rock slabs. Dry hanging refers to a hanging construction method that uses metal hangers to firmly hang decorative materials on the structure to form a finish. At present, the use of dry hanging is becoming more and more common in the decoration of industrial and civil construction projects.

[0003] When the rock slabs are dry-hung, stainless steel hangers are partially used to fix the bottom and upper grooves of the stone, and the seams are sealed with structural adhesive. This method has a good construction effect for dry-hanging stones on vertical surfaces, but the upper part of some corridor decorative surfaces uses rock slabs with a certain shape, so that the center of gravity of the upper rock slab is not in the same vertical plane as the hangers on the lower side. As a result, the upper rock slab has more stringent requirements on the supporting parts. In order to further improve the stability of the position of the upper rock slab itself, a corridor rock slab dry-hung structure is needed, which can reinforce the upper rock slab and the keel frame, thereby improving the stability of the upper shaped rock slab structure itself. Utility Model Content

[0004] In order to solve the existing technical problems, the present application provides a corridor rock slab dry hanging structure, which reinforces the upper rock slab and the keel frame to improve the stability of the upper shaped rock slab structure itself, so as to solve the problems raised in the above background technology.

[0005] A corridor rock slab dry-hanging structure provided in the present application adopts the following technical scheme: a corridor rock slab dry-hanging structure, comprising a keel frame: angle iron one and angle iron two are fixedly installed on the left side of the keel frame by anchor bolts, a dry-hanging piece is fixedly installed on the top of angle iron one by bolts, a shaped rock slab is inserted on the surface of the dry-hanging piece, a vertical rod and a horizontal rod are arranged on the outer side of the shaped rock slab, a plug hole is opened on the surface of the shaped rock slab, plug blocks are welded on the surfaces of the vertical rod and the horizontal rod, structural adhesive is commonly filled between the inner wall of the plug hole and the plug block, a clamp is sleeved on the surface of the vertical rod, a bolt member is commonly installed between the clamp and the horizontal rod, a bolt rod is penetrated through the top of the vertical rod, and the bottom end of the bolt rod penetrates the vertical rod and abuts against angle iron two.

[0006] By adopting the above technical scheme, the vertical rods and horizontal rods are fixed to the shaped rock slabs through the cooperation of plugs and structural adhesives, and the vertical rods and horizontal rods are fixed as a whole through the cooperation of clamps and bolts. The vertical rods are limited by the insertion of vertical rods and through holes, and then the vertical rods are locked to the top of angle iron 2 through the setting of bolt rods, so as to achieve the purpose of reinforcing the upper rock slab and the keel frame, thereby improving the structural stability of the upper shaped rock slab itself.

[0007] Preferably, a rack is integrally formed on the surface of the plug block, the rack is an inclined rack, and the end of the rack abuts against the inner wall of the plug hole.

[0008] By adopting the above technical solution and setting the structural adhesive, the contact area between the plug block and the structural adhesive is increased, and the stability of the position of the plug block in the inner cavity of the jack is improved.

[0009] Preferably, the surface of the bolt member is sleeved with two symmetrically arranged gaskets, and the two gaskets are respectively located on the upper side of the clamp and the outer side of the cross bar.

[0010] By adopting the above technical solution, the bolt parts are isolated by setting gaskets, which avoids direct contact between the bolt parts and the clamps and cross bars, thereby avoiding the occurrence of bimetallic corrosion and improving the service life of the structure.

[0011] Preferably, a through hole is formed on the top of the second angle iron, and the inner diameter of the through hole matches the surface of the vertical rod.

[0012] Preferably, a threaded hole matched with the bolt rod is opened on the top of the vertical rod, and a washer is sleeved on the surface of the bolt rod, and the washer is an elastic gasket.

[0013] Preferably, a cylindrical cavity is opened inside the vertical rod, a circular plate is arranged inside the cylindrical cavity, a clamping rod is welded on the surface of the circular plate, and the end of the clamping rod passes through the outside of the vertical rod.

[0014] Preferably, the clamping rod is slidably connected to the vertical rod, the end of the clamping rod is an arc-shaped surface, and a spring is fixedly installed between the circular plate and the inner wall of the cylindrical cavity.

[0015] By adopting the above technical solution, the vertical rod is pre-fixed in the through hole through the coordinated use of the clamping rod and the spring, thereby avoiding shaking of the vertical rod after being inserted into the through hole, thereby facilitating the fixed connection between the vertical rod and the horizontal rod.

[0016] In summary, the present application includes at least one of the following beneficial technical effects:

[0017] 1. The utility model fixes the vertical rods and the horizontal rods to the shaped rock slab by the cooperation of the plug blocks and the structural adhesive, and fixes the vertical rods and the horizontal rods as a whole by the cooperation of the clamps and the bolts, and limits the vertical rods by the insertion of the vertical rods and the through holes, and then locks the vertical rods to the top of the angle iron 2 by the setting of the bolt rod, so as to achieve the purpose of reinforcing the upper rock slab and the keel frame, thereby improving the structural stability of the upper shaped rock slab itself.

[0018] 2. The utility model increases the contact area between the plug block and the structural adhesive by setting the rack, thereby improving the stability of the position of the plug block in the inner cavity of the jack.

[0019] 3. The utility model isolates the bolts by setting the gasket, thereby preventing the bolts from directly contacting the clamps and the crossbars, thereby avoiding the occurrence of bimetallic corrosion and increasing the service life of the structure.

[0020] 4. The utility model pre-fixes the insertion of the vertical rod in the through hole by using the clamping rod and the spring, thereby avoiding the shaking of the vertical rod after being inserted into the through hole, and making it easier to fix the vertical rod and the horizontal rod. BRIEF DESCRIPTION OF THE DRAWINGS

[0021] The drawings constituting a part of this application are used to provide a further understanding of this application, so that other features, purposes and advantages of this application become more obvious. The schematic embodiment drawings and their descriptions of this application are used to explain this application and do not constitute an improper limitation on this application. In the drawings:

[0022] Figure 1 It is a schematic diagram of the structure of the utility model.

[0023] Figure 2 This utility model Figure 1 A partial enlarged view of point A in the middle.

[0024] Figure 3 This utility model Figure 1 A partial enlarged view of point B in the middle.

[0025] Figure 4 It is a three-dimensional schematic diagram of the clamp and the bolt member of the utility model.

[0026] Explanation of the reference numerals in the accompanying drawings: 1. keel frame; 2. Angle iron one; 3. Angle iron two; 4. Dry hanging parts; 5. Shaped rock slab; 6. Vertical rod; 7. Horizontal rod; 8. Socket; 9. Plug block; 10. Rack; 11. Structural adhesive; 12. Hoop; 13. Bolt; 14. Gasket; 15. Through hole; 16. Bolt rod; 17. Washer; 18. Cylindrical cavity; 19. Round plate; 20. Clamp rod; 21. Spring. DETAILED DESCRIPTION

[0027] In order to enable those skilled in the art to better understand the solution of the present application, the technical solution in the embodiments of the present application will be clearly and completely described below in conjunction with the drawings in the embodiments of the present application. Obviously, the described embodiments are only part of the embodiments of the present application, not all of the embodiments. Based on the embodiments in the present application, all other embodiments obtained by ordinary technicians in this field without creative work should fall within the scope of protection of the present application.

[0028] It should be noted that the terms "first", "second", etc. in the specification and claims of the present application and the above-mentioned drawings are used to distinguish similar objects, and are not necessarily used to describe a specific order or sequential order. It should be understood that the data used in this way can be interchanged where appropriate, so that the embodiments of the present application described here. In addition, the terms "including" and "having" and any of their variations are intended to cover non-exclusive inclusions, for example, a process, method, system, product or device comprising a series of steps or units is not necessarily limited to those steps or units clearly listed, but may include other steps or units that are not clearly listed or inherent to these processes, methods, products or devices.

[0029] In the present application, the terms "upper", "lower", "left", "right", "front", "back", "top", "bottom", "inner", "outer", "middle", "vertical", "horizontal", "lateral", "longitudinal" and the like indicate positions or positional relationships based on the positions or positional relationships shown in the drawings. These terms are mainly used to better describe the present application and its embodiments, and are not used to limit the indicated devices, elements or components to have a specific orientation, or to be constructed and operated in a specific orientation.

[0030] In addition, some of the above terms may be used to express other meanings in addition to indicating orientation or positional relationship. For example, the term "on" may also be used to express a certain dependency or connection relationship in some cases. For those of ordinary skill in the art, the specific meanings of these terms in this application can be understood according to specific circumstances.

[0031] In addition, the term "plurality" shall mean two or more.

[0032] It should be noted that, in the absence of conflict, the embodiments and features in the embodiments of the present application can be combined with each other. The present application will be described in detail below with reference to the accompanying drawings and in combination with the embodiments.

[0033] Embodiment 1:

[0034] Combination Figure 1-Figure 4The embodiment of the present application discloses a dry hanging structure of corridor rock slabs, including a keel frame 1: Angle iron 1 2 and angle iron 2 3 are fixedly installed on the left side of the keel frame 1 by anchor bolts, a dry hanging piece 4 is fixedly installed on the top of the angle iron 1 2 by bolts, a shaped rock slab 5 is inserted on the surface of the dry hanging piece 4, a vertical rod 6 and a horizontal rod 7 are arranged on the outer side of the shaped rock slab 5, a plug hole 8 is opened on the surface of the shaped rock slab 5, plug blocks 9 are welded on the surfaces of the vertical rod 6 and the horizontal rod 7, and a structural adhesive 11 is filled between the inner wall of the plug hole 8 and the plug block 9. A clamp 12 is sleeved on the surface of the vertical rod 6, and a bolt member 13 is installed between the clamp 12 and the cross rod 7. A bolt rod 16 is penetrated on the top of the vertical rod 6, and the bottom end of the bolt rod 16 penetrates the vertical rod 6 and abuts against the angle iron 3. A rack 10 is integrally formed on the surface of the plug block 9. The rack 10 is an inclined rack, and the end of the rack 10 abuts against the inner wall of the socket 8. By setting the structural adhesive 11, the contact area between the plug block 9 and the structural adhesive 11 is increased, and the stability of the position of the plug block 9 in the inner cavity of the socket 8 is improved.

[0035] Embodiment 2:

[0036] Combination Figure 1-Figure 4 The surface of the bolt member 13 is sleeved with two symmetrically arranged gaskets 14, which are respectively located on the upper side of the hoop 12 and the outer side of the cross bar 7. The setting of the gasket 14 isolates the bolt member 13, avoids the bolt member 13 from directly contacting the hoop 12 and the cross bar 7, thereby avoiding the occurrence of bimetallic corrosion and improving the service life of the structure. A through hole 15 is opened at the top of the angle iron 3, and the inner diameter of the through hole 15 is adapted to the surface of the vertical rod 6. A threaded hole adapted to the bolt rod 16 is opened at the top of the vertical rod 6. The surface of the bolt rod 16 is sleeved with a washer 17, and the washer 17 is elastic. A cylindrical cavity 18 is provided inside the vertical rod 6, and a circular plate 19 is provided in the inner cavity of the cylindrical cavity 18. A clamping rod 20 is welded on the surface of the circular plate 19, and the end of the clamping rod 20 passes through the outer side of the vertical rod 6. The clamping rod 20 and the vertical rod 6 are slidably connected. The end of the clamping rod 20 is an arc surface, and a spring 21 is fixedly installed between the circular plate 19 and the inner wall of the cylindrical cavity 18. Through the coordinated use of the clamping rod 20 and the spring 21, the insertion of the vertical rod 6 in the through hole 15 is pre-fixed, which avoids the shaking of the vertical rod 6 after the insertion of the through hole 15, thereby facilitating the fixed connection between the vertical rod 6 and the cross bar 7.

[0037] Working principle: When the utility model is used, the user fixes the vertical rod 6 and the horizontal rod 7 to the shaped rock plate 5 through the cooperation of the plug block 9 and the structural adhesive 11, and then fixes the angle iron 2 3 to the keel frame 1, and then fixes the vertical rod 6 and the horizontal rod 7 as a whole through the cooperation of the clamp 12 and the bolt 13, and then inserts the shaped rock plate 5 into the surface of the dry hanging part 4, and then fills the dry hanging adhesive into the gap between the dry hanging part 4 and the shaped rock plate 5, wherein the vertical rod 6 is limited by the insertion of the vertical rod 6 and the through hole 15. In the process of the insertion of the vertical rod 6 and the through hole 15, the inner wall of the through hole 15 squeezes the clamping rod 20 and drives the spring 21 to deform through the circular plate 19, and then the spring 21 rebounds. The force drives the circular plate 19 and the clamping rod 20 to reset and clamp the bottom of the angle iron 23, which can ensure the stability of the vertical rod 6 inserted in the inner cavity of the through hole 15. Then, the vertical rod 6 is locked to the top of the angle iron 23 by the setting of the bolt rod 16. The setting of the washer 17 increases the friction on the surface of the bolt rod 16, avoids the loosening of the bolt rod 16 due to external force vibration, improves the stability of the bolt rod 16, and then improves the stability of the shaped rock slab 5 itself by adding a connecting piece between the shaped rock slab 5 and the keel frame 1, realizes the reinforcement between the upper rock slab and the keel frame, and then improves the stability of the upper shaped rock slab structure itself.

[0038] To sum up: the dry-hanging structure of the corridor rock slab, fixes the vertical rod 6 and the horizontal rod 7 to the shaped rock slab 5 through the cooperation of the plug block 9 and the structural adhesive 11, and fixes the vertical rod 6 and the horizontal rod 7 as a whole through the cooperation of the clamp 12 and the bolt 13, and limits the vertical rod 6 through the insertion of the vertical rod 6 and the through hole 15, and then locks the vertical rod 6 to the top of the angle iron 3 through the setting of the bolt rod 16, so as to achieve the purpose of reinforcing the upper rock slab and the keel frame, thereby improving the structural stability of the upper shaped rock slab itself.

[0039] The above description is only the 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 corridor rock slab dry hanging structure, characterized in that: The invention comprises a keel frame (1): the left side of the keel frame (1) is fixedly provided with an angle iron (2) and an angle iron (3) by anchor bolts, the top of the angle iron (2) is fixedly provided with a dry hanging piece (4) by bolts, the surface of the dry hanging piece (4) is inserted with a shaped rock plate (5), the outer side of the shaped rock plate (5) is provided with a vertical rod (6) and a horizontal rod (7), the surface of the shaped rock plate (5) is provided with a plug hole (8), the surfaces of the vertical rod (6) and the horizontal rod (7) are both welded with a plug block (9), the inner wall of the plug hole (8) and the plug block (9) are filled with structural adhesive (11), the surface of the vertical rod (6) is sleeved with a clamp (12), the clamp (12) and the horizontal rod (7) are jointly installed with a bolt member (13), the upper part of the vertical rod (6) is penetrated by a bolt rod (16), the bottom end of the bolt rod (16) penetrates the vertical rod (6) and abuts against the angle iron (3).

2. A corridor rock slab dry hanging structure according to claim 1, characterized in that: A rack (10) is integrally formed on the surface of the insert block (9); the rack (10) is an inclined rack, and the end of the rack (10) abuts against the inner wall of the insert hole (8).

3. A corridor rock slab dry hanging structure according to claim 2, characterized in that: The surface of the bolt member (13) is sleeved with two symmetrically arranged gaskets (14), and the two gaskets (14) are respectively located on the upper side of the clamp (12) and the outer side of the cross bar (7).

4. The corridor rock slab dry hanging structure according to claim 3 is characterized by: A through hole (15) is provided on the top of the second angle iron (3), and the inner diameter of the through hole (15) is adapted to the surface of the vertical rod (6).

5. The corridor rock slab dry hanging structure according to claim 4 is characterized by: A threaded hole matched with the bolt rod (16) is provided at the top of the vertical rod (6); a washer (17) is sleeved on the surface of the bolt rod (16); the washer (17) is an elastic gasket.

6. A corridor rock slab dry hanging structure according to claim 5, characterized in that: A cylindrical cavity (18) is provided inside the vertical rod (6), a circular plate (19) is provided inside the cylindrical cavity (18), a clamping rod (20) is welded to the surface of the circular plate (19), and an end of the clamping rod (20) penetrates to the outside of the vertical rod (6).

7. The corridor rock slab dry hanging structure according to claim 6 is characterized by: The clamping rod (20) is slidably connected to the vertical rod (6); the end of the clamping rod (20) is an arc-shaped surface; and a spring (21) is fixedly installed between the circular plate (19) and the inner wall of the cylindrical cavity (18).

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