Large overweight chiseling fair-faced concrete slab imitating curtain wall structure

Abstract

The utility model discloses a substantially overweight chiseled fair-faced concrete slab imitated curtain wall structure which comprises a supporting keel, a plurality of chiseled fair-faced concrete slabs and a plurality of Each multi-direction adjusting hanging piece comprises a hanging seat and an adapting seat, the hanging seats are placed on the upper portion of a cross rod of the supporting keel, vertical rods on the cross rod are arranged in first strip-shaped holes of the hanging seats in a sliding mode, the vertical rods are detachably provided with pressing plates abutting against the hanging seats, and horizontal screw rods are rotatably connected between the lower ends of two lug plates of the hanging seats; the sleeve of the horizontal screw rod is slidably arranged in the second strip-shaped hole of the adapter, a vertical screw rod is screwed in the threaded hole of the adapter, and one end of the vertical screw rod extends into the second strip-shaped hole and is supported on the horizontal screw rod; the back face of the chiseling GRC plate is provided with a back-attached steel frame, and the back-attached steel frame is detachably installed on a multi-direction adjusting hanging piece adapter seat of the two vertically-adjacent transverse rods in the mode that the steel frame is detachably installed on the two vertically-adjacent transverse rods. According to the utility model, the problem that the flatness of the fair-faced concrete imitating plate is difficult to adjust in the construction of the fair-faced concrete imitating plate with great overweight chiseling is solved.

Description

Technical Field

[0001] The utility model relates to the technical field of building construction, in particular to a large-scale overweight roughened imitation fair-faced concrete slab curtain wall structure. Background Art

[0002] Chiseled GRC (Glass Fiber Reinforced Concrete) board is a kind of building decoration material with unique surface effect. The chiseled GRC board system is mainly located in the multi-function hall, main venue and the hotel's facade above 9.05 meters.

[0003] The embedded parts of the large-scale overweight roughened imitation fair-faced concrete slab curtain wall construction are complex and need to be customized, and it is difficult to adjust the flatness of the large-scale overweight roughened imitation fair-faced concrete slab. Utility Model Content

[0004] In order to overcome the defects of the prior art, a large-scale overweight roughened imitation fair-faced concrete slab curtain wall structure is provided to solve the problem of difficulty in adjusting the flatness of the large-scale overweight roughened imitation fair-faced concrete slab curtain wall during its construction.

[0005] In order to achieve the above purpose, a large-scale overweight roughened imitation fair-faced concrete slab curtain wall structure is provided, comprising:

[0006] A supporting keel installed on the facade of the building structure, wherein the supporting keel comprises a plurality of vertical poles and a plurality of horizontal poles connected to the plurality of vertical poles;

[0007] The locking plate is detachably mounted on the locking plate, wherein the locking plate has a first end fixedly mounted on the locking plate and a second end of the locking plate is engaged with the first and second locking plates, wherein the locking plate is engaged with the first and second locking plates and the locking plate is engaged with the first and second locking plates.

[0008] A roughened GRC board, wherein a back-attached steel frame is installed on the back of the roughened GRC board, and the upper and lower parts of the back-attached steel frame are respectively detachably installed on the adapter seats of the multi-directional adjustment hangers on two upper and lower adjacent cross bars.

[0009] Furthermore, a first connecting member is installed on the upper part of the back-attached steel frame, and the first connecting member includes a first flange and a second flange connected at an angle, the first flange is connected to the upper part of the back-attached steel frame, and the second flange is detachably connected to the bottom of the adapter by bolts.

[0010] Furthermore, a second connecting piece is installed at the lower part of the back-attached steel frame, and a plug-in plate is formed by turning down a side of the second connecting piece away from the back-attached steel frame. Socket slots are opened at the upper ends of the two ear plates, and the plug-in plate can be detachably inserted into the socket slots of the two ear plates.

[0011] Furthermore, an external thread is formed on the outside of the vertical rod, and the pressure plate is provided with a through hole, the vertical rod can be movably inserted into the through hole, and the vertical rod is threaded with a first nut, which presses against a side of the pressure plate away from the hanging seat.

[0012] Furthermore, a first anti-skid pattern is formed on the upper portion of the hanging seat, and a second anti-skid pattern is formed on the pressing plate, and the second anti-skid pattern is engaged with the first anti-skid pattern.

[0013] Furthermore, the sleeve is a square sleeve.

[0014] Furthermore, the threaded hole is arranged on the upper part of the adapter.

[0015] The beneficial effect of the utility model is that the large-scale overweight roughened imitation fair-faced concrete slab curtain wall structure of the utility model installs the large-scale roughened GRC slab on the supporting keel through the multi-directional adjustment hanger, and the multi-directional adjustment hanger can adjust the large-scale roughened GRC slab in multiple dimensions, so that the flatness of multiple large-scale roughened GRC slabs is consistent and the transition is smooth. Among them, by adjusting the relative position of the hanging seat and the cross bar, the position adjustment of the multi-directional adjustment hanger along the width direction of the cross bar can be realized; when the horizontal screw rod is rotated while the adapter seat is temporarily fixed, the position of the adapter seat on the horizontal screw rod can be adjusted, thereby realizing the position of the multi-directional adjustment hanger in the circumferential direction of the building structure; when the position of the multi-directional adjustment hanger in the vertical direction is adjusted to the right position, a locking plate is installed between the outside of the adapter seat and the sleeve, thereby locking the adapter seat. The large-scale overweight roughened imitation fair-faced concrete slab curtain wall structure of the utility model can realize the installation of the large-scale overweight roughened imitation fair-faced concrete slab curtain wall more conveniently, reduce the construction difficulty, and improve the efficiency of curtain wall construction. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] Other features, objects and advantages of the present application will become more apparent by reading the detailed description of non-limiting embodiments made with reference to the following drawings:

[0017] Figure 1The utility model is a structural schematic diagram of a large-scale overweight roughened imitation fair-faced concrete slab curtain wall structure according to an embodiment of the utility model.

[0018] Figure 2 It is a schematic structural diagram of a multi-directional adjustment pendant according to an embodiment of the utility model.

[0019] Figure 3 This is a front view of the multi-directional adjustment pendant according to an embodiment of the utility model. DETAILED DESCRIPTION

[0020] The present application is further described in detail below in conjunction with the accompanying drawings and embodiments. It is to be understood that the specific embodiments described herein are only used to explain the relevant utility model, rather than to limit the utility model. It is also necessary to explain that, for ease of description, only the parts related to the utility model are shown in the accompanying drawings.

[0021] 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.

[0022] Reference Figures 1 to 3 As shown, the utility model provides a large-scale overweight roughened imitation fair-faced concrete slab curtain wall structure, comprising: a supporting keel 1, a multi-directional adjustable hanger 2 and a roughened GRC slab 3.

[0023] In this embodiment, the outer facade 4 of the building structure is installed with a supporting keel 1. The supporting keel 1 includes a plurality of vertical poles 11 and a plurality of horizontal poles 12 connected to the plurality of vertical poles 11.

[0024] The vertical poles are arranged vertically, and the horizontal poles are arranged along a horizontal square. A plurality of vertical poles and a plurality of horizontal poles form a grid-shaped supporting keel.

[0025] There are multiple multi-directional adjustment pendants 2. Multiple multi-directional adjustment pendants are installed on each crossbar.

[0026] Specifically, the multi-directional adjustment pendant includes a hanging seat 21 and an adapter seat 22 .

[0027] The hanging seat 21 is placed on the upper part of the cross bar 12. The hanging seat 21 is provided with a first strip hole. The first strip hole is arranged along the width direction of the cross bar 12. The cross bar 12 is provided with a vertical rod 23. The vertical rod 23 is slidably arranged in the first strip hole. The vertical rod 23 is detachably mounted with a pressing plate 24. The pressing plate 24 presses against the hanging seat 21 to lock the hanging seat.

[0028] As a preferred embodiment, the upper portion of the hanging seat 21 is formed with a first anti-slip pattern, and the pressing plate 24 is formed with a second anti-slip pattern, and the second anti-slip pattern is engaged with the first anti-slip pattern.

[0029] In this embodiment, the relative position of the hanging seat and the cross bar is adjusted to achieve position adjustment of the multi-directional adjustable hanger along the width direction of the cross bar (or along the depth direction of the building structure).

[0030] The opposite sides of the hanging seat 21 are formed with ear plates 29. In the present embodiment, the ear plates are in an inverted L-shape. One side of the upper end of the ear plate is connected to the hanging seat.

[0031] A horizontal screw rod 25 is rotatably connected between the lower ends of the two ear plates 29. In this embodiment, the ear plates are provided with through holes, and the horizontal screw rod is rotatably inserted into the through holes. Nuts are respectively screwed on both ends of the horizontal screw rod. A sleeve 26 is screwed on the horizontal screw rod 25. The adapter seat 22 is provided with a second strip hole. The second strip hole is vertically arranged. The second strip hole passes through the adapter seat. The sleeve 26 is slidably arranged in the second strip hole. The adapter seat 22 is provided with a threaded hole. The threaded hole is connected to the second strip hole. The threaded hole is vertically arranged.

[0032] In this embodiment, the threaded hole is disposed on the upper portion of the adapter 22 .

[0033] A vertical screw rod 27 is screwed into the threaded hole. One end of the vertical screw rod 27 extends into the second strip hole and is supported by the horizontal screw rod 25. A locking plate 28 is detachably mounted between the outer portion of the adapter 22 and the sleeve 26.

[0034] In this embodiment, when the horizontal screw rod is rotated while the adapter is temporarily fixed, the position of the adapter on the horizontal screw rod can be adjusted, thereby achieving multi-directional adjustment of the position of the hanger in the circumferential direction of the building structure.

[0035] When the multi-directional adjustment hanger is adjusted to the right position along the circumferential direction of the building structure, the nut at the end of the horizontal screw is rotated so that the nut is pressed against the outer side of the ear plate, thereby locking the screw.

[0036] In addition, by rotating the vertical screw rod, the insertion depth of the vertical screw rod in the second strip hole is adjusted, thereby adjusting the position of the multi-directional adjustment pendant in the vertical direction.

[0037] When the position of the multi-directional adjustment pendant is adjusted to the right position in the vertical direction, a locking plate is installed between the outside of the adapter and the sleeve to lock the adapter.

[0038] In this embodiment, the locking plate is L-shaped. The sleeve 26 is a square sleeve 26.

[0039] The roughened GRC board 3 is a large plate. A back-attached steel frame 31 is installed on the back of the roughened GRC board 3. The upper and lower parts of the back-attached steel frame are detachably mounted on the adapter 22 of the multi-directional adjustment hanger 2 on two adjacent crossbars 12 above and below.

[0040] As a preferred embodiment, a first connecting member 32 is installed on the upper part of the back-attached steel frame 31. The first connecting member includes a first flange and a second flange connected at an angle. The first flange is connected to the upper part of the back-attached steel frame. The second flange is detachably connected to the bottom of the adapter 22 by bolts.

[0041] In this embodiment, a second connecting member 33 is installed at the lower part of the back-attached steel frame 31. A plug-in plate 331 is formed on the side of the second connecting member away from the back-attached steel frame. A socket slot is provided at the upper end of the two ear plates 29. The plug-in plate is detachably inserted into the socket slots of the two ear plates 29.

[0042] As a preferred embodiment, the outside of the vertical rod 23 is formed with an external thread. The pressing plate 24 is provided with a through hole. The vertical rod 23 can be movably inserted into the through hole. The vertical rod 23 is screwed with a first nut. The first nut is pressed against a side of the pressing plate 24 away from the hanging seat 21.

[0043] The large-scale overweight roughened imitation fair-faced concrete slab curtain wall structure of the utility model installs the large-scale roughened GRC slab on the supporting keel through the multi-directional adjustment hanger. The multi-directional adjustment hanger can adjust the large-scale roughened GRC slab in multiple dimensions, so that the flatness of multiple large-scale roughened GRC slabs is consistent and the transition is smooth. Among them, by adjusting the relative position of the hanging seat and the cross bar, the position adjustment of the multi-directional adjustment hanger along the width direction of the cross bar can be realized; when the horizontal screw rod is rotated while the adapter seat is temporarily fixed, the position of the adapter seat on the horizontal screw rod can be adjusted, thereby realizing the position of the multi-directional adjustment hanger in the circumferential direction of the building structure; when the position of the multi-directional adjustment hanger in the vertical direction is adjusted to the right position, a locking plate is installed between the outside of the adapter seat and the sleeve, thereby locking the adapter seat. The large-scale overweight roughened imitation fair-faced concrete slab curtain wall structure of the utility model can realize the installation of the large-scale overweight roughened imitation fair-faced concrete slab curtain wall more conveniently, reduce the construction difficulty, and improve the efficiency of curtain wall construction.

[0044] The above description is only a preferred embodiment of the present application and an explanation of the technical principles used. Those skilled in the art should understand that the scope of the utility model involved in the present application is not limited to the technical solution formed by a specific combination of the above technical features, but should also cover other technical solutions formed by any combination of the above technical features or their equivalent features without departing from the concept of the utility model. For example, the above features are replaced with the technical features with similar functions disclosed in the present application (but not limited to) by each other to form a technical solution.

Claims

1. A large-scale, heavy-duty roughened, imitation-clear-face concrete slab curtain wall structure, characterized in that: include: A supporting keel installed on the facade of the building structure, wherein the supporting keel comprises a plurality of vertical poles and a plurality of horizontal poles connected to the plurality of vertical poles; The locking plate is detachably mounted on the locking plate, wherein the locking plate has a first end fixedly mounted on the locking plate and a second end of the locking plate is engaged with the first and second locking plates, wherein the locking plate is engaged with the first and second locking plates and the locking plate is engaged with the first and second locking plates. A roughened GRC board, wherein a back-attached steel frame is installed on the back of the roughened GRC board, and the upper and lower parts of the back-attached steel frame are respectively detachably installed on the adapter seats of the multi-directional adjustment hangers on two upper and lower adjacent cross bars.

2. The large-scale, overweight, roughened imitation fair-faced concrete slab curtain wall structure according to claim 1 is characterized in that: A first connecting member is installed on the upper part of the back-attached steel frame, and the first connecting member includes a first flange and a second flange connected at an angle, the first flange is connected to the upper part of the back-attached steel frame, and the second flange is detachably connected to the bottom of the adapter by bolts.

3. The large-scale, overweight, roughened imitation fair-faced concrete slab curtain wall structure according to claim 2 is characterized in that: A second connecting piece is installed at the lower part of the back-attached steel frame, and a plug-in plate is formed on a side of the second connecting piece away from the back-attached steel frame. Socket slots are opened at the upper ends of the two ear plates, and the plug-in plate can be detachably inserted into the socket slots of the two ear plates.

4. The large-scale, overweight, roughened imitation fair-faced concrete slab curtain wall structure according to claim 1 is characterized in that: The outside of the vertical rod is formed with an external thread, the pressure plate is provided with a through hole, the vertical rod is movably inserted into the through hole, the vertical rod is threaded with a first nut, and the first nut is pressed against a side of the pressure plate away from the hanging seat.

5. The large-scale, overweight, roughened imitation fair-faced concrete slab curtain wall structure according to claim 4 is characterized in that: The upper portion of the hanging seat is formed with a first anti-skid pattern, and the pressing plate is formed with a second anti-skid pattern, and the second anti-skid pattern is engaged with the first anti-skid pattern.

6. The large-scale, overweight, roughened imitation fair-faced concrete slab curtain wall structure according to claim 1 is characterized in that: The sleeve is a square sleeve.

7. The large-scale, heavy-duty roughened imitation fair-faced concrete slab curtain wall structure according to claim 1 is characterized in that: The threaded hole is arranged on the upper part of the adapter.

Images