Soft cover layer protection structure for open-air masonry site wall
By setting up foam pads and folded turf layer between the wall of the masonry site and the soil layer, and fixing them with fastening wooden nails, the problem of collapse and loss of the top side of the soil layer is solved, and a simple, boundless soft cover effect and good protection are achieved.
Patent Information
- Application Number
- CN202422125327.3
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-08-30
- Publication Date
- 2025-07-08
- Estimated Expiration
- 2034-08-30
AI Technical Summary
In the soft cover layer protection structure of the open-air brick and stone ruins walls, it is difficult to achieve the boundless soft cover effect on the top side of the soil layer, resulting in soil collapse and loss, affecting the protection effect, and the construction operation is cumbersome.
A foam pad is set between the wall of the masonry site and the soil layer, and a folded turf layer is symmetrically erected on the soil layer. The turf layer is fixed in the soil layer by fastening wooden nails and reinforcement wooden nails to form a boundless soft cover effect.
Effectively prevent collapse and loss on the top side of the soil layer, simplify the construction process, ensure the construction cycle of the protective structure, and provide good protective effects.
Smart Images
Figure CN223075214U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of the protection of the walls of masonry and earth sites. More specifically, the utility model relates to a soft cover protection structure for the walls of open-air masonry sites. Background Art
[0002] Earth sites are ancient sites with historical, cultural, and scientific values that use earth as the main building material. The protection of the walls of open-air masonry sites is usually combined with the development of site parks. At present, the protection of the walls of masonry and earth sites includes backfill protection, covering shed protection, hard cover protection, and soft cover protection. Among them, soft cover protection can reduce the temperature change at the top of the walls of open-air masonry sites. However, in the actual application process, it is difficult to achieve a borderless soft cover effect on the top side of the soil layer in the soft cover protection structure, resulting in the phenomenon that the soil on the top side of the soil layer is prone to collapse and loss. Even the lost soil causes the walls of the masonry site to be soiled, affecting the protection effect of the walls of open-air masonry sites. There is also a situation where sedum plants are planted on the edge of the top side of the soil layer of the soft cover, but the construction operation process is relatively cumbersome, affecting the construction period of the soft cover protection structure. In view of this, we propose a soft cover protection structure for the walls of open-air masonry sites to solve the above problems. Summary of the Utility Model
[0003] In order to overcome the deficiencies of the prior art, the utility model provides a soft cover protection structure for the walls of open-air masonry sites to solve the problems raised in the above background art.
[0004] To achieve the above object, the utility model provides the following technical solutions:
[0005] A soft cover protection structure for the walls of open-air masonry sites, including the walls of the open-air masonry site. A soil layer is arranged above the walls of the open-air masonry site. A foam cushion plate is laid between the walls of the open-air masonry site and the soil layer. Two folded grass layers are symmetrically laid on the soil layer. The bottom of the horizontal section, the folded part, and the inner side of the vertical section of the folded grass layer respectively correspond to and are attached to the top, top side, and side of the soil layer. A fastening nail member is arranged above the soil layer. The fastening nail member includes a limiting top block and two fastening wooden nails. The two fastening wooden nails are symmetrically and fixedly connected to the bottom of the limiting top block. The limiting top block is located on the folded grass layer. The two fastening wooden nails respectively pass through the two folded grass layers and are inserted and extended into the soil layer.
[0006] As a preferred technical solution of the utility model, the foam cushion plate includes a straight cushion plate part and two inclined guide plate parts. The two inclined guide plate parts are respectively fixedly connected to both ends of the straight cushion plate part.
[0007] As a preferred technical solution of the present utility model, the foam cushion plate is a component made of polyurethane foam board.
[0008] As a preferred technical solution of the present utility model, the thickness dimensions of both the straight cushion plate part and the inclined guide plate part are 1 cm - 1.5 cm.
[0009] As a preferred technical solution of the present utility model, reinforcing nail pieces are arranged outside the soil layer. The reinforcing nail pieces include limiting side blocks and reinforcing wooden nails. The reinforcing wooden nails are fixedly connected to the side ends of the limiting side blocks. The limiting side blocks are located outside the longitudinal section of the folded grass skin layer. The reinforcing wooden nails pass through the folded grass skin layer and are inserted and extended into the soil layer.
[0010] As a preferred technical solution of the present utility model, the cross-sectional shapes of both the fastening wooden nails and the reinforcing wooden nails are conical.
[0011] Compared with the prior art, the beneficial effects of the present utility model are as follows:
[0012] 1. In the present utility model, a foam cushion plate is provided between the open-air masonry ruins wall and the soil layer. Two folded grass skin layers are symmetrically arranged on the soil layer, so that the bottom of the horizontal section, the folding part, and the inner side of the longitudinal section of the folded grass skin layer respectively correspond to and fit with the top, top side, and side of the soil layer. Two fastening wooden nails are respectively passed through the two folded grass skin layers and inserted and extended into the soil layer, so that the two folded grass skin layers symmetrically arranged on the soil layer are synchronously fastened. The reinforcing wooden nails are passed through the folded grass skin layer and inserted and extended into the soil layer, and the construction operation of the soft cover layer protection structure can be completed. Thus, the top side of the soil layer in the soft cover layer is convenient to achieve a borderless soft cover effect, effectively preventing the phenomenon that the top side of the soil layer is prone to soil collapse and loss and causing the masonry ruins wall to be soiled, and the construction operation process is simple, which is beneficial to ensuring the construction period of the soft cover layer protection structure.
[0013] 2. In the present utility model, by providing a foam cushion plate, which is composed of a cushion plate part and two inclined guide plate parts, the rainwater seeping out from the soil layer and the folded grass skin layer is blocked and diverted by the two inclined guide plate parts, so that a good auxiliary protection effect can be achieved on the open-air masonry ruins wall. BRIEF DESCRIPTION OF THE DRAWINGS
[0014] Figure 1 is a schematic cross-sectional structure diagram of a soft cover layer protection structure for an open-air masonry ruins wall of the present utility model;
[0015] Figure 2 is Figure 1 the enlarged structure diagram of part A in
[0016] Figure 3 is Figure 1Schematic enlarged structure diagram of part B in
[0017] In the figure: 1. Wall of open-air masonry site; 2. Foam cushion plate; 201. Straight cushion plate part; 202. Inclined guide plate part; 3. Soil layer; 4. Folded turf layer; 5. Fastening nail parts; 501. Limit top block; 502. Fastening wooden nail; 6. Reinforcing nail parts; 601. Limit side block; 602. Reinforcing wooden nail. Specific implementation manner
[0018] Next, the technical solutions in the embodiments of the present invention will be clearly and completely described in conjunction with the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only a part of the embodiments of the present invention, rather than all the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of the present invention.
[0019] In the description of the present invention, it should be understood that the orientation or positional relationship indicated by the terms "longitudinal", "transverse", "upper", "lower", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc. is based on the orientation or positional relationship shown in the accompanying drawings, and is only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be construed as a limitation of the present invention.
[0020] As Figures 1 to 3 shown, the present invention provides a soft cover layer protection structure for the wall of an open-air masonry site, including the wall 1 of the open-air masonry site. A soil layer 3 is arranged above the wall 1 of the open-air masonry site. A foam cushion plate 2 is padded between the wall 1 of the open-air masonry site and the soil layer 3. Two folded turf layers 4 are symmetrically laid on the soil layer 3. The bottom of the horizontal section, the folded part, and the inner side of the vertical section of the folded turf layer 4 respectively correspond to and fit with the top, top side, and side of the soil layer 3. A fastening nail part 5 is arranged above the soil layer 3. The fastening nail part 5 includes a limit top block 501 and two fastening wooden nails 502. The two fastening wooden nails 502 are symmetrically and fixedly connected to the bottom of the limit top block 501. The limit top block 501 is located on the folded turf layer 4. The two fastening wooden nails 502 respectively pass through the two folded turf layers 4 and are inserted and extended into the soil layer 3, so that the two folded turf layers 4 symmetrically laid on the soil layer 3 are synchronously fastened.
[0021] Among them, as Figure 1As shown in the figure, the foam cushion plate 2 includes a straight cushion plate part 201 and two inclined guide plate parts 202. The two inclined guide plate parts 202 are respectively fixedly connected to both ends of the straight cushion plate part 201. The rainwater seeping out from the soil layer 3 and the folded turf layer 4 is blocked and diverted by the two inclined guide plate parts 202, so as to play a good auxiliary protection effect on the exposed masonry site wall 1.
[0022] Among them, as Figure 1 shown, the foam cushion plate 2 is a component made of polyurethane foam board. The thickness dimensions of both the straight cushion plate part 201 and the inclined guide plate part 202 are 1 cm - 1.5 cm.
[0023] Among them, as Figure 3 shown, a reinforcing nail member 6 is arranged outside the soil layer 3. The reinforcing nail member 6 includes a limiting side block 601 and a reinforcing wooden nail 602. The reinforcing wooden nail 602 is fixedly connected to the side end of the limiting side block 601. The limiting side block 601 is located outside the longitudinal section of the folded turf layer 4. The reinforcing wooden nail 602 passes through the folded turf layer 4 and is inserted and extended into the soil layer 3, which can further reinforce the folded turf layer 4 on the soil layer 3.
[0024] Among them, as Figure 2 and Figure 3 shown, the cross-sectional shapes of both the fastening wooden nail 502 and the reinforcing wooden nail 602 are conical, so that the fastening wooden nail 502 and the reinforcing wooden nail 602 are convenient to be inserted and extended into the soil layer 3 smoothly.
[0025] The working principle of the present utility model:
[0026] A foam cushion plate 2 is laid between the exposed masonry site wall 1 and the soil layer 3. The two folded turf layers 4 are symmetrically laid on the soil layer 3, so that the bottom of the transverse section, the folded part, and the inner side of the longitudinal section of the folded turf layer 4 respectively correspond to and fit with the top, top side, and side of the soil layer 3. The two fastening wooden nails 502 are respectively passed through the two folded turf layers 4 and inserted and extended into the soil layer 3. The limiting top block 501 is located on the folded turf layer 4, so that the two folded turf layers 4 symmetrically laid on the soil layer 3 are synchronously fastened. The reinforcing wooden nail 602 is passed through the folded turf layer 4 and inserted and extended into the soil layer 3. The limiting side block 601 is located outside the longitudinal section of the folded turf layer 4, which can further reinforce the folded turf layer 4 on the soil layer 3. Thus, the construction operation of the soft cover layer protection structure can be completed, so that the top side of the soil layer 3 in the soft cover layer is convenient to achieve the effect of borderless soft cover, effectively preventing the phenomenon that the top side of the soil layer 3 is prone to soil collapse and loss and causing the masonry site wall to be soiled.
[0027] It should be noted that in this text, relational terms such as first and second are only used to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any actual relationship or order between these entities or operations. Moreover, the terms "comprising", "including" or any other variant thereof are intended to cover non-exclusive inclusion, such that a process, method, article or device comprising a series of elements includes not only those elements but also other elements not expressly listed, or elements inherent to such process, method, article or device.
[0028] Although the embodiments of the present utility model have been shown and described, those of ordinary skill in the art can understand that various changes, modifications, substitutions and variations can be made to these embodiments without departing from the principle and spirit of the present utility model. The scope of the present utility model is defined by the appended claims and their equivalents.
Claims
1. A soft cover protection structure for the wall of an open-air masonry site, comprising an open-air masonry site wall (1), characterized in that: Above the wall body (1) of the open-air masonry site, there is a soil layer (3). A foam cushion plate (2) is laid between the wall body (1) of the open-air masonry site and the soil layer (3). Two folded grass skin layers (4) are symmetrically laid on the soil layer (3). The bottom of the horizontal section, the folded part, and the inner side of the vertical section of the folded grass skin layer (4) respectively correspond to and are attached to the top, top side, and side of the soil layer (3). Above the soil layer (3), there is a fastening nail member (5). The fastening nail member (5) includes a limiting top block (501) and two fastening wooden nails (502). The two fastening wooden nails (502) are symmetrically and fixedly connected to the bottom of the limiting top block (501). The limiting top block (501) is located on the folded grass skin layer (4). The two fastening wooden nails (502) respectively pass through the two folded grass skin layers (4) and are inserted and extended into the soil layer (3).
2. The soft cover protection structure for the wall of an open-air masonry site according to claim 1, characterized in that: The foam cushion plate (2) includes a straight cushion plate part (201) and two inclined guide plate parts (202). The two inclined guide plate parts (202) are respectively fixedly connected to both ends of the straight cushion plate part (201).
3. The soft cover layer protection structure for the wall of an open-air masonry site according to claim 2, characterized in that: The foam cushion plate (2) is a component made of polyurethane foam board.
4. A soft cover protection structure for the wall of an open-air masonry site according to claim 2, characterized in that: The thickness dimensions of both the straight cushion plate part (201) and the inclined guide plate part (202) are 1 cm - 1.5 cm.
5. A soft cover protection structure for the wall of an open-air masonry site according to claim 1, characterized in that: Outside the soil layer (3), there is a reinforcement nail member (6). The reinforcement nail member (6) includes a limiting side block (601) and a reinforcement wooden nail (602). The reinforcement wooden nail (602) is fixedly connected to the side end of the limiting side block (601). The limiting side block (601) is located on the outer side of the vertical section of the folded grass skin layer (4). The reinforcement wooden nail (602) passes through the folded grass skin layer (4) and is inserted and extended into the soil layer (3).
6. The soft cover layer protection structure for the wall of an open-air masonry site according to claim 1, characterized in that: The cross-sectional shapes of both the fastening wooden nail (502) and the reinforcement wooden nail (602) are conical.