Newly-built gable stone structure of pseudo-classic building, hanging method and pseudo-classic building

Abstract

The application discloses a new type of gable wall stone structure of an antique building, a mounting method and the antique building, and relates to the technical field of antique buildings. The gable wall stone structure comprises cast-in-situ concrete walls, a plurality of embedded parts, a steel bar support net, an antique stone layer and a mortar filling layer. The cast-in-situ concrete walls are arranged on the outer side of the masonry filling wall of the gable wall of the antique building. The embedded parts are arranged at intervals on the cast-in-situ concrete walls, and one end of each embedded part is embedded and fixed in the cast-in-situ concrete wall, and the other end of each embedded part extends to the side of the cast-in-situ concrete wall away from the masonry filling wall. The steel bar support net is fixedly connected with the embedded parts. The antique stone layer comprises a plurality of antique stone slabs, and each antique stone slab is mounted on the steel bar support net. The mortar filling layer is formed by grouting between the antique stone layer and the cast-in-situ concrete wall, and is used for bonding and fixing the antique stone layer to the cast-in-situ concrete wall. The structure is simple, the stability of the antique stone slabs after installation is effectively improved, and the thickness of the finished surface of the antique stone layer is effectively reduced.

Description

Technical Field

[0001] This invention relates to the field of antique building technology, and in particular to a stone structure for the gable wall of a newly constructed antique building, a method for attaching the stone, and an antique building itself. Background Technology

[0002] Newly constructed antique-style buildings, inspired by historical architectural styles, have gained widespread attention and development both domestically and internationally in recent years. With increasing emphasis on the preservation of historical and cultural heritage and growing recognition of the aesthetic value of traditional architecture, the prospects for newly constructed antique-style buildings are becoming increasingly promising.

[0003] Replicas of ancient architecture play an important role in tourism and cultural preservation. In the construction of historical and cultural cities and scenic areas, replicas often become an important component, providing tourists with a richer cultural experience. For example, in recent years, many ancient city reconstructions and replicas of ancient buildings have sprung up across China, becoming a significant factor in attracting tourists.

[0004] Due to earthquake resistance and energy conservation requirements, the structural form of newly built buildings cannot be consistent with that of ancient buildings. Imitation ancient buildings are all frame structures with infill walls built in the gable sections. Decorative components that reflect the architectural style, such as blue bricks and stone, are directly built or hung on the infill walls. Since the infill walls are not structural load-bearing components, there is a risk that the blue bricks and stone on the exterior decorative walls will fall off. In addition, with the dry-hanging stone method, the supporting keel for the dry-hanging stone can only be fixed on the structural columns and frame columns, which requires increasing the size of the keel. Therefore, after the dry-hanging stone is completed, there is a large distance protruding from the infill wall, which is significantly different from the proportion of traditional ancient buildings and cannot be well connected with the style of the preserved ancient buildings, affecting the aesthetics and usable space. Summary of the Invention

[0005] The purpose of this invention is to provide a new antique-style building gable stone structure, hanging method, and antique-style building to solve the problems existing in the prior art. The structure is simple, effectively enhances the stability of the antique-style stone slab after installation, and effectively reduces the thickness of the finished surface of the antique-style stone layer.

[0006] To achieve the above objectives, the present invention provides the following solution: This invention provides a stone structure for the gable wall of a newly constructed antique-style building, comprising: a cast-in-place concrete wall, multiple embedded parts, a steel reinforcement mesh, an antique-style stone layer, and a mortar filling layer. The cast-in-place concrete wall is located outside the masonry infill wall of the antique-style building gable wall and is connected to the antique-style building gable wall. Each of the embedded parts is spaced apart on the cast-in-place concrete wall, with one end embedded and fixed in the cast-in-place concrete wall, and the other end extending out of the cast-in-place concrete wall away from the masonry infill wall. The steel reinforcement mesh is fixedly connected to the embedded parts. The antique-style stone layer comprises multiple antique-style stone slabs, each of which is attached to the steel reinforcement mesh. The mortar filling layer is formed by grouting between the antique-style stone layer and the cast-in-place concrete wall, and is used to bond and fix the antique-style stone layer to the cast-in-place concrete wall.

[0007] Preferably, the cast-in-place concrete wall includes a plurality of first embedded steel bars, a steel bar skeleton, and a cast-in-place concrete layer. One end of each first embedded steel bar is embedded and fixed to the concrete structure of the gable wall of the antique building, and the other end is tied and fixed to the steel bar skeleton. The cast-in-place concrete layer is formed by pouring concrete in the area of ​​the steel bar skeleton and is bonded and fixed to the gable wall of the antique building.

[0008] Preferably, the embedded part is a second embedded steel bar, the steel bar support mesh is a two-way steel bar mesh, and the end of the second embedded steel bar extending out of the cast-in-place concrete wall is welded or tied at the intersection with the two-way steel bar mesh.

[0009] Preferably, it also includes multiple hanging components. The side edge of the antique stone slab is provided with a hanging groove. The hanging component includes a hook and an anchor. The anchor is vertically fixed to the hook. The hook is used to fix the steel reinforcement support mesh. The anchor is used to anchor and fix the slab in the hanging groove.

[0010] Preferably, it also includes a polymer cement waterproof mortar layer, which is applied to the side of the cast-in-place concrete wall away from the masonry infill wall, and the polymer cement waterproof mortar layer has a full coating of not less than 160g / m². 2 Double-layer fiberglass mesh.

[0011] Preferably, it also includes a thermal insulation layer, which is disposed between the cast-in-place concrete wall and the masonry infill wall of the antique-style building gable.

[0012] The present invention also provides a method for attaching stone cladding to the gable wall structure of a newly constructed antique-style building as described in any of the preceding claims, comprising the following steps: The embedded parts are pre-embedded, the cast-in-place concrete wall is poured, the steel reinforcement support mesh is constructed, the antique stone slab is attached to the steel reinforcement support mesh, and grout is injected between the antique stone layer and the cast-in-place concrete wall to form the mortar filling layer.

[0013] The present invention also provides a newly constructed antique-style building, including the stone structure of the gable wall of the newly constructed antique-style building as described in any of the preceding claims.

[0014] The present invention achieves the following technical effects compared to the prior art: This invention provides a structure for the gable wall stone cladding of a newly constructed antique-style building, a hanging method, and the antique-style building itself. By setting up a cast-in-place concrete wall, a reliable anchoring position is provided for the hanging of the stone cladding. This increases the number of embedded parts, thereby reducing their size and effectively reducing the finished thickness of the antique-style stone cladding layer. The embedded parts are used to fix the steel reinforcement mesh, which is then used to hang the antique-style stone cladding. A mortar filling layer is formed by grouting between the antique-style stone cladding layer and the cast-in-place concrete wall. Through hanging and grouting bonding, the antique-style stone cladding is fixed, effectively securing heavy antique-style stone cladding and significantly enhancing the stability of the antique-style stone cladding after installation. Attached Figure Description

[0015] To more clearly illustrate the technical solutions in the embodiments of the present invention or the prior art, the drawings used in the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the present invention. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0016] Figure 1 This is a sectional view of the stone structure of the gable wall of a newly built antique-style building provided by the present invention; Figure 2 A front view of the gable wall of a newly constructed antique-style building provided by this invention; Figure 3 This is a detailed drawing of the connection between the antique stone slabs and the steel reinforcement mesh in the gable wall stone structure of a newly built antique-style building provided by the present invention, using a hanging connector. In the diagram: 1. Cast-in-place concrete wall; 2. Embedded parts; 3. Reinforcing steel support mesh; 4. Antique stone layer; 5. Mortar filling layer; 6. Hanging parts; 7. Polymer cement waterproof mortar layer; 8. Insulation layer; 9. Masonry infill wall; 10. Antique building gable wall; 11. Hanging parts; 12. Hooks; 13. Anchors; 14. Hanging groove. Detailed Implementation

[0017] The technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of the present invention, and not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of the present invention.

[0018] The purpose of this invention is to provide a new antique-style building gable stone structure, hanging method, and antique-style building to solve the problems existing in the prior art. The structure is simple, effectively enhances the stability of the antique-style stone slab after installation, and effectively reduces the thickness of the finished surface of the antique-style stone layer.

[0019] To make the above-mentioned objects, features and advantages of the present invention more apparent and understandable, the present invention will be further described in detail below with reference to the accompanying drawings and specific embodiments.

[0020] Example 1 This embodiment provides a stone structure for the gable wall of a newly constructed antique-style building, such as... Figures 1-3 As shown, the structure includes: a cast-in-place concrete wall 1, multiple embedded parts 2, a steel reinforcement mesh 3, an antique-style stone cladding layer 4, and a mortar filling layer 5. The cast-in-place concrete wall 1 is located on the outside of the masonry infill wall 9 of the antique-style building gable wall 10 and is connected to the antique-style building gable wall 10. Each embedded part 2 is spaced apart on the cast-in-place concrete wall 1, with one end of the embedded part 2 embedded and fixed in the cast-in-place concrete wall 1, and the other end extending out of the cast-in-place concrete wall 1 on the side away from the masonry infill wall 9. The steel reinforcement mesh 3 is fixedly connected to the embedded parts 2. The antique-style stone cladding layer 4 includes multiple antique-style stone slabs, each of which is hung on the steel reinforcement mesh 3. The mortar filling layer 5 is formed by grouting between the antique-style stone cladding layer 4 and the cast-in-place concrete wall 1. The mortar filling layer 5 is used to bond and fix the antique stone layer 4 to the cast-in-place concrete wall 1. By setting the cast-in-place concrete wall 1, a reliable anchoring position is provided for the hanging of the stone, which can increase the number of embedded parts 2, thereby reducing the size of the embedded parts 2. This can effectively reduce the finished thickness of the antique stone layer 4. The steel reinforcement support mesh 3 is fixed by the embedded parts 2, and the antique stone slab is hung by the steel reinforcement support mesh 3. The mortar filling layer 5 is formed by grouting between the antique stone layer 4 and the cast-in-place concrete wall 1. Thus, the antique stone slab is fixed by hanging and grouting, which can effectively fix the heavy antique stone slab and effectively enhance the stability of the antique stone slab after installation.

[0021] In a preferred embodiment, the cast-in-place concrete wall 1 includes multiple first embedded steel bars, a steel reinforcement cage, and a cast-in-place concrete layer. One end of each first embedded steel bar is embedded and fixed to the concrete structure of the gable wall 10 of the antique building, and the other end is tied and fixed to the steel reinforcement cage. The cast-in-place concrete layer is formed by pouring concrete in the area of ​​the steel reinforcement cage and is bonded and fixed to the gable wall 10 of the antique building. The first embedded steel bars are embedded and fixed by drilling holes in the concrete main structure of the gable wall 10 of the antique building and the structural columns of the masonry infill wall 9. The first embedded steel bars are then tied and connected to the steel reinforcement cage (double layer, bidirectional Ф8@200). After the formwork is erected, concrete is poured to form the cast-in-place concrete wall 1. The cast-in-place concrete wall 1 has a strong load-bearing capacity and can meet the requirements for laying the embedded parts 2. The preferred thickness of the load-bearing wall is 120mm.

[0022] In a preferred embodiment, the embedded part 2 is a second embedded steel bar, and the steel bar support mesh 3 is a two-way steel bar mesh. The end of the second embedded steel bar extending out of the cast-in-place concrete wall 1 is welded or tied at the intersection with the two-way steel bar mesh. The material is readily available. After the second embedded steel bar of a certain size is tied to the steel bar skeleton, the concrete of the cast-in-place concrete wall 1 is poured, which can ensure the stability of the embedded steel bar.

[0023] In a preferred embodiment, the newly constructed antique-style building gable stone structure further includes multiple hanging members 11. Hanging grooves 14 are provided along the side edges of the antique-style stone slab. Each hanging member 11 includes a hook 12 and an anchor 13. The anchor 13 is vertically fixed to the hook 12. The hook 12 is used to fix the steel reinforcement mesh 3, and the anchor 13 is used to anchor and fix it in the hanging groove 14. The structure is simple and easy to operate. By opening the hanging groove 14 along the side edges of the antique-style stone slab, a connection in the middle can be avoided, effectively shortening the distance between the antique-style stone slab and the steel reinforcement mesh 3. The hook 12 is welded and fixed to the steel reinforcement mesh 3, and the anchor 13 is anchored and fixed in the hanging groove 14, effectively fixing the antique-style stone slab.

[0024] In a preferred embodiment, the newly constructed antique-style building's gable stone structure further includes a polymer cement waterproof mortar layer 7. This polymer cement waterproof mortar layer 7 is applied to the side of the cast-in-place concrete wall 1 away from the masonry infill wall 9, and the polymer cement waterproof mortar layer 7 has a full coverage of at least 160g / m². 2 The double-layer fiberglass mesh improves the waterproof performance of the gable wall of newly built antique-style buildings by 10%.

[0025] In a preferred embodiment, the newly constructed antique-style building gable wall stone structure further includes an insulation layer 8, which is disposed between the cast-in-place concrete wall 1 and the masonry infill wall 9 of the antique-style building gable wall 10, thereby improving the insulation performance of the newly constructed antique-style building gable wall 10.

[0026] Example 2 This embodiment also provides a method for attaching stone cladding to the gable wall structure of a newly constructed antique-style building, as in Embodiment 1, including the following steps: A 60mm rock wool insulation layer 8 is installed on the outside of the gable wall 10 of the antique building. Drill holes in the concrete main structure of the gable wall 10 of the antique building and the structural columns of the masonry infill wall 9. The position of the holes corresponds to the position of the double-layer bidirectional steel reinforcement in the steel reinforcement skeleton. Fill the holes with anchoring adhesive and embed and fix the first pre-embedded steel reinforcement. Tie the steel reinforcement skeleton (double-layer bidirectional Ф8@200) and tie and fix each first pre-embedded steel reinforcement to the corresponding position of the steel reinforcement skeleton. After setting up the formwork, pour the concrete. After the formwork is removed, apply a 5mm thick layer of polymer cement waterproof mortar to the surface of the cast-in-place concrete wall 1. The polymer cement waterproof mortar layer 7 should be fully coated with no less than 160g / m². 2 Double-layer fiberglass mesh; The steel reinforcement support mesh 3 is tied and welded to the second pre-embedded steel reinforcement for fixation; When the steel reinforcement mesh 3 cannot meet the shape of the antique stone slab, the steel reinforcement is re-welded and the hanging parts 11 are welded to correspond to the shape of the antique stone slab, so as to meet the irregular shape of the antique stone slab. The antique stone slab is pineapple yellow rust stone, and the antique stone slab has two sizes: 600*600 and 600*300. After the antique stone layer 4 is completed, mortar is poured between the antique stone layer 4 and the polymer cement waterproof mortar layer 7. Embedded parts 2, cast-in-place concrete wall 1, construction of steel reinforcement support mesh 3, hanging antique stone slabs on steel reinforcement support mesh 3, and grouting between antique stone layer 4 and cast-in-place concrete wall 1 to form mortar filling layer 5.

[0027] DTG mortar was used to fill the gaps between the antique stone slabs.

[0028] Example 3 The present invention also provides a newly constructed antique-style building, including the stone structure of the gable wall of the newly constructed antique-style building as described in Embodiment 1.

[0029] Specific examples have been used to illustrate the principles and implementation methods of this invention. The descriptions of the above embodiments are only for the purpose of helping to understand the method and core ideas of this invention. Furthermore, those skilled in the art will recognize that, based on the ideas of this invention, there will be changes in the specific implementation methods and application scope. Therefore, the content of this specification should not be construed as a limitation of this invention.

Claims

1. A stone structure for the gable wall of a newly constructed antique-style building, characterized in that: include: A cast-in-place concrete wall is provided on the outside of the masonry infill wall of the gable wall of the antique building and is connected to the gable wall of the antique building. Multiple embedded parts are provided, each of which is spaced apart on the cast-in-place concrete wall. One end of each embedded part is embedded and fixed in the cast-in-place concrete wall, and the other end extends out of the cast-in-place concrete wall away from the side of the masonry infill wall. A reinforcing mesh is fixedly connected to the embedded part. An antique-style stone layer, comprising multiple antique-style stone slabs, each of which is attached to the steel reinforcement support mesh; as well as A mortar filling layer is formed by grouting between the antique stone layer and the cast-in-place concrete wall. The mortar filling layer is used to bond and fix the antique stone layer to the cast-in-place concrete wall. The cast-in-place concrete wall includes multiple first embedded steel bars, a steel bar skeleton, and a cast-in-place concrete layer. One end of each first embedded steel bar is embedded and fixed to the concrete structure of the gable wall of the antique building, and the other end is tied and fixed to the steel bar skeleton. The cast-in-place concrete layer is formed by pouring concrete in the area of ​​the steel bar skeleton and is bonded and fixed to the gable wall of the antique building. It also includes a polymer cement waterproof mortar layer, which is applied to the side of the cast-in-place concrete wall away from the masonry infill wall, and the polymer cement waterproof mortar layer has a full coating of not less than 160g / m². 2 Double-layer fiberglass mesh; It also includes an insulation layer, which is disposed between the cast-in-place concrete wall and the masonry infill wall of the antique-style building gable.

2. The stone structure for the gable wall of a newly constructed antique-style building according to claim 1, characterized in that: The embedded part is a second embedded steel bar, and the steel bar support mesh is a two-way steel bar mesh. The end of the second embedded steel bar extending out of the cast-in-place concrete wall is welded or tied at the intersection with the two-way steel bar mesh.

3. The stone structure for the gable wall of a newly constructed antique-style building according to claim 1, characterized in that: It also includes multiple hanging components. The side edge of the antique stone slab is provided with a hanging groove. The hanging component includes a hook and an anchor. The anchor is vertically fixed to the hook. The hook is used to fix the steel reinforcement support mesh. The anchor is used to fix it in the hanging groove.

4. A method for attaching stone cladding to the gable wall of a newly constructed antique-style building as described in any one of claims 1 to 3, characterized in that: Includes the following steps: The embedded parts are pre-embedded, the cast-in-place concrete wall is poured, the steel reinforcement support mesh is constructed, the antique stone slab is attached to the steel reinforcement support mesh, and grout is injected between the antique stone layer and the cast-in-place concrete wall to form the mortar filling layer.

5. A newly constructed imitation ancient building, characterized in that: Including the stone structure for the gable wall of a newly constructed antique-style building as described in any one of claims 1 to 3.

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