Historical building tree epiphytic wall supporting structure
By burying steel structure support frames on the walls of historical buildings, the wall structure pressure and damage caused by tree ecstasy are solved, and the effect of improving structural stability and protecting historical style is achieved.
Patent Information
- Application Number
- CN202421958275.1
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-08-14
- Publication Date
- 2025-06-17
- Estimated Expiration
- 2034-08-14
AI Technical Summary
Trees that are attached to the walls of historical buildings may cause pressure, damage or deformation of the wall structure, and the roots of the tree erode the wall materials, damaging the integrity of the building.
The steel structure is pre-embedded and installed with support frames. Through the embedded plate, support frame, connecting ribs and other components, the wall is provided to enhance structural stability.
Effectively enhance the structural stability of the building, prevent wall deformation and damage caused by tree root pressure, while maintaining the original appearance of the historical building and preserving the living environment of the trees.
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Figure CN222991206U_ABST
Abstract
Description
Technical Field
[0001] The utility model belongs to the technical field of wall support, and particularly relates to a wall support structure for epiphytic trees on historical buildings. Background Technique
[0002] In existing historical buildings, it is often observed that trees grow on walls. This phenomenon usually occurs in ancient buildings because these buildings have existed for a long time, and the surrounding trees may have taken root and gradually grown. Over time, the roots of the trees will expand and drill into the cracks and holes in the wall, enabling the trees to grow epiphytically on the wall surface. This phenomenon not only endows historical buildings with unique charm but also reflects the integration between nature and architecture. The presence of trees brings natural beauty and a green atmosphere to the building, forming a sharp contrast with the hard building materials. Moreover, the roots of the trees can also provide a certain degree of protection to the wall, preventing damage to the building caused by natural factors such as moisture and weathering.
[0003] However, it should be noted that the epiphytic growth of trees on the wall may also bring some problems. The growth of trees may exert pressure on the wall structure, resulting in damage or deformation of the wall. In addition, the roots of the trees may also erode the wall materials, further exacerbating the damage to the building. Therefore, when protecting historical buildings, appropriate measures need to be taken to balance the relationship between the existence of trees and the integrity of the building to ensure the safety and sustainable development of the building. Content of the Utility Model
[0004] In view of this, the purpose of the utility model is to provide a wall support structure for epiphytic trees on historical buildings, which can maintain the original style of the wall while protecting the growth of trees. By pre-embedding steel structures beside the wall where trees grow epiphytically and installing steel structures, support is provided for the wall.
[0005] To achieve the above purpose, the utility model provides the following technical solutions:
[0006] The utility model provides a wall support structure for epiphytic trees on historical buildings, including a pre-embedded plate pre-embedded on a concrete foundation on one side of the wall. A support frame arranged in a frame structure is fixedly connected to the pre-embedded plate. One side of the support frame abuts against the wall. A connecting rib is threadedly connected to the support frame. One end of the connecting rib penetrates through the wall and is fixedly connected to a limiting plate. The limiting plate abuts against the side of the wall away from the support frame.
[0007] Further, the support frame includes a lower support frame and an upper support frame fixedly installed above the lower support frame.
[0008] Further, the lower support frame includes four vertically arranged first vertical rods, and the four first vertical rods are respectively welded and fixed on four embedded plates. The four embedded plates are connected into a rectangular shape. Two of the four first vertical rods abut against the wall. Cross bars are fixedly connected between adjacent first vertical rods. Two diagonal braces arranged in an X shape are provided on the plane formed by adjacent two first vertical rods. The two ends of each diagonal brace are respectively welded and fixed to the two first vertical rods.
[0009] Further, a connecting rod arranged in a V shape is fixedly connected between two cross bars arranged oppositely along the axial direction of the wall.
[0010] Further, the upper support frame includes two second vertical rods, and the two second vertical rods are respectively fixedly connected to two of the four first vertical rods that abut against the wall. Diagonal rods are fixedly welded between the tops of the two second vertical rods and the tops of the other two of the four first vertical rods respectively.
[0011] Further, a connecting plate is fixedly installed at the corner node of the support frame, and the connecting plate is fixed on the outer wall of the support frame by bolts.
[0012] Further, the connecting bars are provided at the top of the lower support frame and the top of the upper support frame.
[0013] Further, the number of the lower support frames is at least one.
[0014] Further, a connecting frame is fixedly connected to the top of the upper support frame. The connecting frame is used to connect the tops of the upper support frames into one body, and there is a gap between the connecting frame and the wall.
[0015] Further, stiffening plates are fixedly welded between the first vertical rods and the embedded plates.
[0016] The beneficial effects of the present utility model are as follows:
[0017] 1. Maintain the original style of historical buildings. The trees and the wall have become part of historical culture, retaining the traces of the past era.
[0018] 2. Humanistic significance. The trees are attached to the wall, integrating natural elements into artificial buildings, forming a harmonious coexistence relationship. The trees endow the wall with a special meaning, and the wall also endows the trees with different meanings.
[0019] 3. Retain the living environment of the trees. The growth of the trees is closely related to the living environment. The roots of the trees grow in the wall, forming unique survival characteristics, and there are unique community relationships in the wall. If transplanted, it is very likely that they will not adapt to the new living environment.
[0020] 4. Using a steel structure to support the wall can effectively enhance the structural stability of the building and prevent problems such as wall deformation and wall surface cracking caused by tree root pressure;
[0021] 5. Using a steel structure to support the wall facilitates maintenance personnel to inspect and maintain the trees and the building;
[0022] 6. Using a steel structure to support the wall is convenient for construction, and compared with other support forms, support can be formed immediately after installation;
[0023] 7. The lightweight and flexibility of the steel structure can also provide more design space.
[0024] Other advantages, objectives and features of the present utility model will be elaborated in the subsequent specification, and to some extent, they are obvious to those skilled in the art, or those skilled in the art can obtain teachings from the practice of the present utility model. The objectives and other advantages of the present utility model can be achieved and obtained through the following specification. BRIEF DESCRIPTION OF THE DRAWINGS
[0025] In order to make the objectives, technical solutions and beneficial effects of the present utility model clearer, the following drawings are provided for illustration of the present utility model:
[0026] Figure 1 It is a schematic diagram of the support structure of an embodiment of the present utility model;
[0027] Figure 2 It is a schematic diagram of the arrangement of embedded plates of an embodiment of the present utility model;
[0028] Figure 3 It is a top view of the lower support frame of an embodiment of the present utility model;
[0029] Figure 4 It is a top view of the connecting frame of an embodiment of the present utility model;
[0030] Figure 5 It is an installation diagram of the first vertical rod of an embodiment of the present utility model.
[0031] The reference signs in the drawings are as follows: wall 1, concrete foundation 2, embedded plate 3, anchor bolt 301, stiffening plate 302, support frame 4, lower support frame 401, upper support frame 402, first vertical rod 403, cross bar 404, diagonal brace 405, second vertical rod 406, diagonal rod 407, connecting plate 408, connecting rod 409, connecting rib 5, connecting frame 6, notch 601, limiting plate 7. DETAILED DESCRIPTION OF THE EMBODIMENTS
[0032] As Figures 1 to 5As shown in the figure, the utility model provides a supporting structure for epiphytic walls of historical building trees, including: a buried plate 3 embedded in a concrete foundation 2 on one side of a wall 1, a support frame 4 fixedly connected to the buried plate 3, one side of the support frame 4 abuts against the wall 1, a connecting bar 5 is threadedly connected to the support frame 4, one end of the connecting bar 5 penetrates through the wall 1 and is fixedly connected to a limiting plate 7, and the limiting plate 7 abuts against the side of the wall 1 away from the support frame 4.
[0033] In this solution, the wall is supported by the support frame 4, which can effectively enhance the structural stability of the building and prevent problems such as wall deformation and wall surface cracking caused by the root pressure.
[0034] In an embodiment of the utility model, the support frame 4 includes a lower support frame 401 and an upper support frame 402 fixedly installed above the lower support frame 401. A splicing structure is adopted to facilitate the installation and transportation of the support frame 4. The lower support frame 401 includes four vertically arranged first upright rods 403, and the four first upright rods 403 are respectively welded and fixed to four buried plates 3. The four buried plates 3 are connected in a rectangular shape. Two of the four first upright rods 403 abut against the wall 1. A cross bar 404 is fixedly connected between adjacent two first upright rods 403 to form an integral structure of the four first upright rods 403. Two X-shaped diagonal braces 405 are arranged on the plane formed by adjacent two first upright rods 403, and the two ends of the diagonal brace 405 are respectively welded and fixed to the two first upright rods 403; the upper support frame 402 includes two second upright rods 406, and the two second upright rods 406 are respectively fixed to the two first upright rods 403 that abut against the wall 1 among the four first upright rods 403. Diagonal rods 407 are fixedly welded between the tops of the two second upright rods 406 and the tops of the other two first upright rods 403 among the four first upright rods 403.
[0035] In this solution, the first upright rods 403, the second upright rods 406 and the diagonal rods 407 are all made of I-beams. Among them, the first upright rods 403, the second upright rods 406 and the diagonal rods 407 are connected to form a frame structure, which ensures the supporting force and saves materials; the diagonal braces 405 are made of angle steel to facilitate welding, and at the same time provide an oblique supporting force for the overall structure of the support frame 4, ensuring the structural stability of the support frame 4. Moreover, the support frame 4 is made of steel structure, which improves the structural stability and is convenient for obtaining the materials of the support frame 4.
[0036] In an embodiment of the utility model, a V-shaped connecting rod 409 is fixedly connected between two cross bars 404 arranged oppositely along the axial direction of the wall 1 to enhance the structural stability of the lower support frame 401.
[0037] In an embodiment of the present utility model, a connecting plate 408 is fixedly installed at the corner node of the support frame 4, and the connecting plate 408 is fixed to the outer wall of the support frame 4 by bolts. This is to improve the stability of the corner of the support frame 4 structure and facilitate the pre-support function during welding.
[0038] In an embodiment of the present utility model, the connecting ribs 5 are provided at the top of the lower support frame 401 and the top of the upper support frame 402.
[0039] In an embodiment of the present utility model, the number of the lower support frames 401 is at least one. In this embodiment, two lower support frames 401 are provided. The two lower support frames 401 are fixed along the vertical direction, and the first vertical rods 403 of the two lower support frames 401 are welded in one-to-one correspondence. Moreover, a connecting plate 408 for connecting two corresponding first vertical rods 403 is fixedly installed in the two lower support frames 401, so as to facilitate the support according to the wall height.
[0040] In an embodiment of the present utility model, the embedded plate 3 is fixedly connected to the anchor bolts 301 embedded in the concrete foundation 2 to improve the installation stability of the embedded plate 3, thereby ensuring the support stability of the support frame 4 structure.
[0041] In an embodiment of the present utility model, a connecting frame 6 is fixedly connected to the top of the upper support frame 402. The connecting frame 6 is used to connect the top of the upper support frame 402 into a whole. The connecting frame 6 is fixedly connected by a plurality of I-beams, and there is a notch 601 between the connecting frame 6 and the wall 1.
[0042] In this solution, by providing the notch 601, the roots of plants are avoided, and the influence of the support frame 4 on the growth of plants is reduced.
[0043] In an embodiment of the present utility model, a stiffening plate 302 is fixedly welded between the first vertical rod 403 and the embedded plate 3 to ensure the verticality and support stability of the first vertical rod 403.
[0044] Finally, it should be noted that the above preferred embodiments are only used to illustrate the technical solutions of the present utility model and not to limit them. Although the present utility model has been described in detail through the above preferred embodiments, those skilled in the art should understand that various changes can be made in form and details without departing from the scope defined by the claims of the present utility model.
Claims
1. A support structure for a tree-attached wall of a historic building, comprising an embedded plate embedded in a concrete foundation on one side of the wall, characterized in that: The embedded plate is fixedly connected with a support frame arranged in a frame structure, one side of the support frame is against the wall, a connecting rib is threadedly connected to the support frame, one end of the connecting rib passes through the wall and is fixedly connected to a limit plate, and the limit plate is against the wall away from the support frame.
2. The historic building tree-attached wall support structure according to claim 1, characterized in that: The support frame comprises a lower support frame and an upper support frame fixedly installed above the lower support frame.
3. The historic building tree-attached wall support structure according to claim 2 is characterized by: The lower support frame includes four vertically arranged first uprights, which are respectively welded and fixed on four embedded plates, and the four embedded plates are connected to form a rectangular arrangement. Two of the four first uprights are against the wall, and a cross bar is fixedly connected between two adjacent first uprights. Two oblique supports arranged in an X shape are arranged on the plane formed by the two adjacent first uprights, and both ends of the oblique supports are respectively welded and fixed to the two first uprights.
4. The historic building tree-attached wall support structure according to claim 3 is characterized by: A connecting rod arranged in a V shape is fixedly connected between two horizontal rods arranged opposite to each other along the axis direction of the wall.
5. The historic building tree-attached wall support structure according to claim 4, characterized in that: The upper support frame includes two second uprights, which are respectively fixedly connected to two first uprights against the wall among the four first uprights, and the top ends of the two second uprights are respectively fixedly welded with diagonal bars to the top ends of the other two first uprights among the four first uprights.
6. The historic building tree-attached wall support structure according to claim 5, characterized in that: A connecting plate is fixedly installed at the corner node of the support frame, and the connecting plate is fixed to the outer wall of the support frame by bolts.
7. The historic building tree-attached wall support structure according to claim 6, characterized in that: The connecting ribs are arranged at the top end of the lower support frame and the top end of the upper support frame.
8. The historic building tree-attached wall support structure according to claim 7, characterized in that: The number of the lower support frame is at least one.
9. The historic building tree-attached wall support structure according to claim 8, characterized in that: The top end of the upper support frame is fixedly connected with a connecting frame, and the connecting frame is used to connect the top ends of the upper support frames into one body, and a gap is provided between the connecting frame and the wall.
10. The historic building tree-attached wall support structure according to claim 9, characterized in that: A stiffening plate is fixedly welded between the first upright pole and the embedded plate.