Ancient building wire seam wall structure
By using positioning plates, positioning grooves and reinforced support mechanisms in ancient building silk joint wall structures, the standard building and wall stability of bricks are ensured, and the gap unevenness caused by artificial building is solved, and the silk joint wall is improved construction quality and service life.
Patent Information
- Application Number
- CN202420941261.2
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-05-05
- Publication Date
- 2024-12-20
- Estimated Expiration
- 2034-05-05
AI Technical Summary
Due to manual building and uneven gaps in existing ancient buildings, existing devices have failed to effectively solve this problem, resulting in uneven gaps during construction, affecting the stability and service life of the wall.
The ancient silk-slit wall structure design is adopted, including positioning plates, positioning grooves, portable disassembly and assembly mechanisms and reinforcement support mechanisms. Through the coordination of positioning plates and positioning grooves, the standard building of bricks is ensured, combined with hanging nets and reinforcement ribs, it strengthens the Stability and connection stability of the wall.
The rapid positioning and building of silk joint walls is achieved, which avoids the phenomenon of excessive gaps, improves the construction pass rate and the stability of the wall, and improves the overall practical effect.
Smart Images

Figure CN222206855U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of ancient buildings, in particular to an ancient building silk seam wall structure. Background Art
[0002] The silk-gap wall structure of ancient buildings is a common wall structure in ancient buildings. It is mainly made of bricks or stones. The characteristic of this structure is that there are gaps of a certain size between the bricks or stones, and these gaps are filled with plaster or concrete to form a solid wall. The silk-gap wall structure of ancient buildings can not only increase the shock absorption capacity and compressive strength of the wall, but also maintain the air permeability and wind and sand resistance of the wall, thereby extending the service life of the building. This wall structure is widely used in ancient Chinese architecture and is an important part of ancient Chinese construction technology.
[0003] Since the entire ancient building's silk seam wall will be inspected and accepted only after the completion of the masonry, and only during the inspection and acceptance will the silk seam width of the silk seam wall be measured to see if it meets the standards, but the existing silk seam walls are all artificially built, it is inevitable that there will be uneven gaps, but the existing devices have not made improvements to this problem, and the overall practical effect is poor. Utility Model Content
[0004] The purpose of the utility model is to solve the above-mentioned problem and to propose an ancient building silk seam wall structure, which improves the problem that the existing ancient building silk seam wall structures are all artificially built, and it is inevitable that there will be uneven gaps, but the existing devices have not made improvements to this problem.
[0005] A silk seam wall structure of an ancient building comprises a foundation body, an outer leaf wall body and an inner leaf wall body; the outer wall body and the inner wall body are arranged on the top outer wall of the foundation body, the sides of the outer wall body and the inner wall body are provided with a portable positioning mechanism, the sides of the portable positioning mechanism are provided with a portable disassembly and assembly mechanism, a reinforcement support mechanism is arranged in the middle of the outer wall body and the inner wall body, the portable positioning mechanism comprises a positioning plate and a positioning groove, the outer wall of the top outer wall of the foundation body is provided with a positioning plate, and the side outer walls of the positioning plate are provided with positioning grooves at equal intervals.
[0006] Preferably, the portable disassembly and assembly mechanism comprises a positioning support plate and an extension plate, the side outer wall of the positioning plate at the bottom end is fitted with the positioning support plate, and the side outer wall of the positioning support plate at the bottom end is provided with the extension plate.
[0007] Preferably, a positioning hole is opened on the outer wall of the top end of the extension plate, a ground nail is arranged inside the positioning hole, and the protruding end of the ground nail is arranged below the extension plate.
[0008] Preferably, a limit mounting plate is provided on the top outer wall of the positioning support plate, a first threaded hole is provided on the side outer wall of the limit mounting plate, and a second threaded hole corresponding to the first threaded hole (62) is provided on the side outer wall of the positioning plate.
[0009] Preferably, the first threaded hole and the second threaded hole have the same specifications, and the first threaded hole and the second threaded hole are threadedly mounted with the positioning bolt.
[0010] Preferably, the reinforcement support mechanism includes a hanging net and a first reinforcement rib, and the side outer walls of the outer leaf wall body and the inner leaf wall body are both provided with a hanging net, and two hanging nets are provided, and the first reinforcement ribs are evenly spaced between the two hanging nets.
[0011] Preferably, second reinforcing ribs are arranged at equal intervals on the side outer wall of the first reinforcing ribs, and the hanging mesh, the first reinforcing ribs and the second reinforcing ribs are all arranged inside the filling layer.
[0012] The beneficial effects of the utility model are:
[0013] 1. When the ancient building silk seam wall structure is in use, the positioning plate is used to cooperate with the setting of the positioning groove. The setting of the positioning groove is strictly set according to the reasonable width of the silk seam. When the silk seam wall is subsequently built, the first brick can be built according to the indication of the positioning groove according to the standard requirements, and then the subsequent bricks can be quickly positioned and built with the height of the first brick as a reference standard, thereby playing an auxiliary positioning effect on the subsequent silk seam wall, thereby avoiding the phenomenon of excessive silk seam gap at the end of the silk seam wall construction, ensuring the qualified rate of the silk seam wall construction, and the overall practical effect is good;
[0014] 2. When the ancient building silk seam wall structure is in use, the design of reinforcing and supporting the ancient building silk seam wall through the hanging net, the first reinforcing bar and the second reinforcing bar is more effective than the general operation of directly filling with concrete to enhance the stability of the ancient building silk seam wall. At the same time, the tensioning effect of the combination of the hanging net, the first reinforcing bar and the second reinforcing bar is used to further ensure the connection stability of the ancient building silk seam wall, and the overall practical effect is good. BRIEF DESCRIPTION OF THE DRAWINGS
[0015] Figure 1 It is a schematic diagram of the overall formal three-dimensional structure of the utility model;
[0016] Figure 2 It is a schematic diagram of the overall top view structure of the utility model;
[0017] Figure 3 This is a three-dimensional structural diagram of the portable disassembly and assembly mechanism of the utility model;
[0018] Figure 4 For the utility model Figure 3 A in the middle is an enlarged schematic diagram of the three-dimensional structure;
[0019] Figure 5 It is a schematic diagram of the three-dimensional structure of the reinforcement support mechanism of the utility model.
[0020] In the figure: 1. foundation body; 2. outer leaf wall body; 3. inner leaf wall body; 41. positioning plate; 42. positioning groove; 51. positioning support plate; 52. extension plate; 53. positioning hole; 54. ground nail; 61. limit mounting plate; 62. first threaded hole; 63. second threaded hole; 64. positioning bolt; 71. hanging net; 72. first reinforcing rib; 73. second reinforcing rib; 74. filling layer. DETAILED DESCRIPTION
[0021] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.
[0022] When implementing: Figure 1-5 As shown, an ancient building silk seam wall structure includes a foundation body 1, an outer leaf wall body 2 and an inner leaf wall body 3; the top outer wall of the foundation body 1 is provided with the outer leaf wall body 2 and the inner leaf wall body 3, the sides of the outer leaf wall body 2 and the inner leaf wall body 3 are provided with portable positioning mechanisms, the sides of the portable positioning mechanisms are provided with portable disassembly and assembly mechanisms, and the middle of the outer leaf wall body 2 and the inner leaf wall body 3 is provided with a reinforcement support mechanism, the portable positioning mechanism includes a positioning plate 41 and a positioning groove 42, the top outer wall of the foundation body 1 is provided with a positioning plate 41, and the side outer walls of the positioning plate 41 are provided with positioning grooves 42 at equal intervals; the setting of the positioning plate 41 here has a positioning and supporting effect on the construction of the silk seam wall, and the setting of the positioning groove 42 is strictly opened according to the reasonable width of the silk seam, which has an auxiliary positioning effect on the subsequent construction of the silk seam wall.
[0023] The portable disassembly and assembly mechanism includes a positioning support plate 51 and an extension plate 52. The positioning support plate 51 is fitted on the side outer wall of the bottom end of the positioning plate 41. The extension plate 52 is provided on the side outer wall of the bottom end of the positioning support plate 51. A positioning hole 53 is provided on the top outer wall of the extension plate 52. A ground nail 54 is provided inside the positioning hole 53, and the protruding end of the ground nail 54 is provided below the extension plate 52. A limited mounting plate 61 is provided on the top outer wall of the positioning support plate 51. A first threaded hole 62 is provided on the side outer wall of the limiting mounting plate 61. A second threaded hole 63 corresponding to the first threaded hole 62 is provided on the side outer wall of the positioning plate 41. The specifications of the first threaded hole 62 and the second threaded hole 63 are equal, and the first threaded hole 62 and the second threaded hole 63 are consistent with the positioning support plate 41. The bolts 64 are installed with threads; when the positioning plate 41 needs to be positioned and installed, it is only necessary to move the positioning support plate 51 and the extension plate 52 to be level with the ground, and then drive the ground nail 54 through the positioning hole 53 into the inside of the ground basic body 1 to complete the installation of the positioning plate 41. When the auxiliary support needs to be disassembled after the masonry is completed, it is first necessary to unscrew the positioning bolt 64 from the inside of the first threaded hole 62 and the second threaded hole 63. At this time, the positioning support plate 51 loses its connection with the positioning plate 41, and then pull the ground nail 54 out of the inside of the positioning hole 53, and then directly remove the positioning support plate 51, the extension plate 52 and the attached parts. Subsequently, the positioning plate 41 can be directly sealed with cement to become part of the silk seam wall.
[0024] The reinforcement support mechanism includes a hanging net 71 and a first reinforcing rib 72. The side outer walls of the outer leaf wall body 2 and the inner leaf wall body 3 are both provided with a hanging net 71. There are two hanging nets 71, and the first reinforcing ribs 72 are evenly spaced between the two hanging nets 71. The side outer walls of the first reinforcing ribs 72 are evenly spaced. The hanging net 71, the first reinforcing ribs 72 and the second reinforcing ribs 73 are all arranged inside the filling layer 74. The hanging net 71 here has the effect of reinforcing and supporting the wire seam wall structure. The first reinforcing ribs 72 are arranged horizontally, and the second reinforcing ribs 73 are arranged vertically. The combination of the two has the effect of reinforcing, supporting and connecting the wire seam wall structure.
[0025] When the utility model is in use, the setting of the positioning plate 41 here plays a positioning and supporting effect on the construction of the wire seam wall, and the setting of the positioning groove 42 is strictly opened according to the reasonable width of the wire seam, which plays an auxiliary positioning effect on the subsequent construction of the wire seam wall; when it is necessary to position and install the positioning plate 41, it is only necessary to move the positioning support plate 51 and the extension plate 52 to the same level as the ground, and then pass the ground nail 54 through the positioning hole 53 and drive it into the inside of the ground basic body 1 to complete the installation of the positioning plate 41. When the auxiliary support needs to be disassembled after the masonry is completed, at this time, it is first necessary to remove the positioning bolt 64 from the first screw The inside of the threaded hole 62 and the second threaded hole 63 are screwed out, and the positioning support plate 51 loses its connection with the positioning plate 41. Then the ground nail 54 is pulled out from the inside of the positioning hole 53, and then the positioning support plate 51 and the extension plate 52 and the additional parts are directly removed. Subsequently, the positioning plate 41 can be directly sealed with cement to become a part of the wire seam wall; the hanging mesh 71 here has the effect of reinforcing and supporting the wire seam wall structure, and the first reinforcing ribs 72 are arranged in a horizontal arrangement, and the second reinforcing ribs 73 are arranged in a vertical arrangement. The combination of the two has the effect of reinforcing and supporting the wire seam wall structure;
[0026] This structure first requires that the positioning plate 41 be installed to the appropriate position at the construction site, and then the wall bricks are stacked in sequence according to the positioning groove 42 on the side of the positioning plate 41. After the inner leaf wall body 3 is built, the hanging mesh 71 is installed to the outside of the inner leaf wall body 3 and sealed with cement. Subsequently, the first reinforcing bar 72 and the second reinforcing bar 73 are rolled according to the prior art. The outer leaf wall body 2 is built simultaneously with the subsequent steps of installing and building the inner leaf wall body 3, and finally cement is poured into the middle of the outer leaf wall body 2 and the inner leaf wall body 3 for filling. It is noted here that the above steps need to be repeated many times, and it needs to be done once when the building reaches a certain height, and then the overall building of the silk seam wall can be completed by repeating the building.
[0027] In addition, it should be understood that although the present specification is described according to implementation modes, not every implementation mode contains only one independent technical solution. This description of the specification is only for the sake of clarity. Those skilled in the art should regard the specification as a whole. The technical solutions in each embodiment may also be appropriately combined to form other implementation modes that can be understood by those skilled in the art.
Claims
1. An ancient building silk seam wall structure, characterized by: The invention comprises a base body (1), an outer leaf wall body (2) and an inner leaf wall body (3); the outer leaf wall body (2) and the inner leaf wall body (3) are arranged on the top outer wall of the base body (1); the sides of the outer leaf wall body (2) and the inner leaf wall body (3) are provided with portable positioning mechanisms; the sides of the portable positioning mechanisms are provided with portable disassembly and assembly mechanisms; a reinforcement support mechanism is arranged in the middle of the outer leaf wall body (2) and the inner leaf wall body (3); the portable positioning mechanism comprises a positioning plate (41) and a positioning groove (42); the top outer wall of the base body (1) is provided with a positioning plate (41); the side outer walls of the positioning plate (41) are provided with positioning grooves (42) at equal intervals.
2. The ancient building silk seam wall structure according to claim 1, characterized in that: The portable disassembly and assembly mechanism comprises a positioning support plate (51) and an extension plate (52); the positioning support plate (51) is provided on the side outer wall at the bottom end of the positioning plate (41); and the extension plate (52) is provided on the side outer wall at the bottom end of the positioning support plate (51).
3. The ancient building silk seam wall structure according to claim 2 is characterized by: A positioning hole (53) is provided on the outer wall of the top end of the extension plate (52), a ground nail (54) is arranged inside the positioning hole (53), and the protruding end of the ground nail (54) is arranged below the extension plate (52).
4. The ancient building silk seam wall structure according to claim 3 is characterized by: A limit mounting plate (61) is provided on the top outer wall of the positioning support plate (51), a first threaded hole (62) is provided on the side outer wall of the limit mounting plate (61), and a second threaded hole (63) corresponding to the first threaded hole (62) is provided on the side outer wall of the positioning plate (41).
5. The ancient building silk seam wall structure according to claim 4, characterized in that: The first threaded hole (62) and the second threaded hole (63) have the same specifications, and the first threaded hole (62) and the second threaded hole (63) are threadedly mounted with the positioning bolt (64).
6. The ancient building silk seam wall structure according to claim 1, characterized in that: The reinforcement support mechanism comprises a hanging net (71) and a first reinforcement rib (72); the side outer walls of the outer leaf wall body (2) and the inner leaf wall body (3) are both provided with a hanging net (71); two hanging nets (71) are provided, and the first reinforcement rib (72) is arranged at equal intervals between the two hanging nets (71).
7. The ancient building silk seam wall structure according to claim 6, characterized in that: Second reinforcing ribs (73) are arranged at equal intervals on the side outer walls of the first reinforcing ribs (72), and the hanging net (71), the first reinforcing ribs (72) and the second reinforcing ribs (73) are all arranged inside the filling layer (74).
