Concrete anti-crack and anti-seepage wall body structure

Abstract

The utility model relates to the technical field of wall structures, and discloses a concrete anti-crack and anti-seepage wall structure which comprises a main body support, and steel structure plates are installed on the left side and the right side of the main body support correspondingly. The inner side of the main body support and the space between the outer side of the main body support and the opposite sides of the two steel structure plates are all filled with filling layers used for supporting and reinforcing, the opposite sides of the two steel structure plates are both fixedly connected with water-resisting layers, and the opposite sides of the two water-resisting layers are both fixedly connected with reinforcing layers. The outer side of the main body support is provided with a reinforcing assembly used for reinforcing the anti-cracking capacity, the outer side of the main body support is provided with a connecting assembly used for connecting and fixing, and the reinforcing assembly comprises triangular reinforcing blocks which are fixedly connected to the left side and the right side of the main body support correspondingly and are evenly distributed. According to the concrete anti-crack and anti-seepage wall body structure, the overall anti-crack strength can be further improved, and the effects of enclosure and space separation can be stably achieved for a long time.

Description

Technical Field

[0001] The present application relates to the technical field of wall structures, and in particular to a concrete anti-cracking and anti-seepage wall structure. Background Art

[0002] Concrete walls mainly serve the purpose of enclosing and dividing spaces. They generally have sufficient strength and stability. Depending on the usage scenarios, concrete walls in special scenarios also have better thermal insulation, sound insulation, fire resistance and waterproofing capabilities than conventional concrete walls. They are the main base structure for modern exterior wall construction.

[0003] According to a new type of structural concrete anti-cracking and anti-seepage material wall structure disclosed in Chinese patent announcement No. CN216587123U, the patent provides a steel structure frame, connecting brackets and limit brackets to allow the concrete wall to have good deformation resistance. It has high strength and is not prone to wall cracking and leakage. However, the patent still has certain shortcomings in actual use. The patent provides a good deformation resistance by setting the limit brackets into a diamond shape, but no additional reinforcement is performed at the joints of the diamond structure. The support points of the wall are too far apart, which can easily cause depression or even damage to the outer surface of the wall due to excessive local pressure, resulting in the practicality of the existing new type of structural concrete anti-cracking and anti-seepage material wall structure to be improved. Utility Model Content

[0004] In view of the deficiencies in the prior art, the present application provides a concrete anti-cracking and anti-seepage wall structure, which has the advantages of being able to further increase the overall anti-cracking strength, and solves the shortcoming that the supporting points of the existing concrete anti-cracking and anti-seepage wall structure are too far apart.

[0005] To achieve the above-mentioned purpose, the present application provides the following technical solutions: a concrete anti-cracking and anti-seepage wall structure, comprising a main support, steel structure plates are installed on both sides of the main support, the inner side of the main support and the outer side of the main support and the space between the two opposite sides of the two steel structure plates are filled with a filling layer for support and reinforcement, the opposite sides of the two steel structure plates are fixedly connected with a waterproof layer, the opposite sides of the two waterproof layers are fixedly connected with a reinforcement layer, the outer side of the main support is installed with a reinforcement component for enhancing the anti-cracking ability, and the outer side of the main support is installed with a connection component for connection and fixing;

[0006] The reinforcement assembly includes triangular reinforcement blocks which are fixedly connected to the left and right sides of the main support and are evenly distributed. The opposite sides of the triangular reinforcement blocks on both sides are fixedly connected with reinforcement rods. A first external thread groove is provided on the outer side of the reinforcement rod away from the main support, and a first nut is threadedly connected to the outer side of the first external thread groove.

[0007] By adopting the above technical solution, the overall crack resistance can be further increased. By setting support points with close intervals, the wall structure has extremely strong crack resistance and anti-penetration performance after the connection is completed, which effectively prevents liquid from penetrating into the interior of the wall, thereby indirectly improving the service life of the wall.

[0008] Furthermore, the connecting assembly includes support rods that are respectively fixedly connected to the left and right sides of the main bracket and are evenly distributed. A second external thread groove is provided on the outer side of the support rod away from the main bracket, and a second nut is threadedly connected to the outer side of the second external thread groove. Abutment blocks are fixed on the opposite sides of the two steel structure plates, and evenly distributed positioning holes are provided on the tops of any three support rods on the left and any three support rods on the right, and a positioning pin is inserted into the inner side of the positioning hole on the side away from the main bracket.

[0009] By adopting the above technical solution, the wall structure can be effectively supported, anti-cracking and anti-seepage.

[0010] Furthermore, the filling layer is a mortar layer, the waterproof layer is a waterproof coating layer, and the reinforcement layer is a glass fiber mesh layer.

[0011] By adopting the above technical scheme, the mortar layer can play a good reinforcement and supporting role, and is a common construction material in building construction. The waterproof coating layer can be applied on one side of the steel structure plate to make it have good waterproof and anti-penetration properties. The glass fiber mesh layer can enhance the overall performance of the steel structure plate, and at the same time has high crack resistance and anti-penetration capabilities.

[0012] Furthermore, one end of the reinforcement rod away from the main frame and one end of the support rod away from the main frame are located in the same longitudinal horizontal plane, and one end of the reinforcement rod away from the main frame passes through the left side of the corresponding steel structure plate.

[0013] By adopting the above technical solution, it is convenient for workers to carry out construction after assembly, and the reinforcement rods can be extended to the outside of the steel structure plate.

[0014] Furthermore, a first circular groove for inserting a corresponding first nut is formed on the opposite sides of the two steel structure plates, and the length of the first circular groove is smaller than the length of the first nut.

[0015] By adopting the above technical solution, it is convenient to screw the first nut onto the inner side of the corresponding first circular groove.

[0016] Furthermore, one end of the support rod away from the main support penetrates the left side of the corresponding steel structure plate.

[0017] By adopting the above technical solution, the support rod can be extended to the outside of the steel structure plate.

[0018] Furthermore, a second circular groove for inserting a corresponding second nut is formed on the opposite sides of the two steel structure plates, and the length of the second circular groove is smaller than the length of the second nut.

[0019] By adopting the above technical solution, it is convenient to screw the second nut to the inner side of the second circular groove.

[0020] Furthermore, a through hole for the corresponding support rod to pass through is opened on the left side of the abutment block, and any three support rods with the positioning holes opened on the same side are not located on the same straight line.

[0021] By adopting the above technical solution, the support rod can pass through the abutment block normally through the through hole, which facilitates the positioning and installation of the steel structure plate.

[0022] Compared with the prior art, the technical solution of this application has the following beneficial effects:

[0023] The concrete anti-crack and anti-seepage wall structure can further increase the overall anti-crack strength through the cooperation between the two steel structure plates on the outside of the main support and the reinforcement components and the connection components. By setting the support points with close intervals, the wall structure has extremely strong anti-crack and anti-penetration properties after the connection is completed, which effectively prevents the occurrence of liquid infiltration into the interior of the wall, thereby indirectly improving the service life of the wall, and can stably play the role of enclosing and dividing space for a long time. BRIEF DESCRIPTION OF THE DRAWINGS

[0024] Figure 1 This is a schematic diagram of the structure of this application;

[0025] Figure 2 It is a three-dimensional structural schematic diagram of the main support in the structure of this application;

[0026] Figure 3 For this application structure Figure 1 A partial enlarged schematic diagram of part A in the middle.

[0027] In the figure: 1. main support; 2. steel structure plate; 201. filling layer; 202. waterproof layer; 203. strengthening layer; 300. reinforcement assembly; 301. triangular reinforcement block; 302. reinforcement rod; 303. first external thread groove; 304. first nut; 400. connection assembly; 401. support rod; 402. second external thread groove; 403. second nut; 404. abutment block; 405. positioning hole; 406. positioning pin. DETAILED DESCRIPTION

[0028] The technical solutions in the embodiments of the present application will be clearly and completely described below in conjunction with the drawings in the embodiments of the present application. Obviously, the described embodiments are only part of the embodiments of the present application, rather than all of the embodiments. Based on the embodiments in the present application, all other embodiments obtained by ordinary technicians in this field without making creative work are within the scope of protection of the present application.

[0029] See also Figure 1-3 , the present application provides a technical solution: a concrete anti-cracking and anti-seepage wall structure, comprising a main support 1, steel structure plates 2 are installed on both sides of the main support 1, the inner side of the main support 1 and the outer side of the main support 1 and the space between the two opposite sides of the two steel structure plates 2 are filled with a filling layer 201 for support and reinforcement, the opposite sides of the two steel structure plates 2 are fixedly connected with a waterproof layer 202, the opposite sides of the two waterproof layers 202 are fixedly connected with a strengthening layer 203, the outer side of the main support 1 is installed with a reinforcement component 300 for strengthening the anti-cracking ability, and the outer side of the main support 1 is installed with a connection component 400 for connection and fixing;

[0030] Through the coordinated use of the two steel structure plates 2 on the outside of the main support 1 and the reinforcement component 300 and the connection component 400, the overall crack resistance can be further increased. By setting the support points at close intervals, the wall structure has extremely strong crack resistance and anti-penetration properties after the connection is completed, which effectively prevents liquid from penetrating into the interior of the wall, thereby indirectly improving the service life of the wall, and being able to stably play the role of enclosing and separating spaces for a long time.

[0031] It should be noted that the main support 1 is fixed by evenly distributed diamond structures, and has strong crack resistance and supporting capacity. The filling layer 201 is a mortar layer, which can play a good reinforcement and supporting role and is a common construction material in building construction. The waterproof layer 202 is a waterproof coating layer, which can be applied on one side of the steel structure plate 2 to make it have good waterproof and anti-penetration properties. The reinforcement layer 203 is a glass fiber mesh layer, which can enhance the overall performance of the steel structure plate 2 and has high crack resistance and anti-penetration capabilities.

[0032] In this embodiment, the reinforcement assembly 300 is a structure used to additionally reinforce the overall structure.

[0033] like Figure 1 and Figure 2 As shown, the reinforcement assembly 300 includes triangular reinforcement blocks 301 which are fixedly connected to the left and right sides of the main support 1 and are evenly distributed. The opposite sides of the triangular reinforcement blocks 301 are fixedly connected with reinforcement rods 302. The outer side of the reinforcement rod 302 is provided with a first external thread groove 303 on the side away from the main support 1, and the outer side of the first external thread groove 303 is threadedly connected with a first nut 304.

[0034] It should be noted that the end of the reinforcement rod 302 away from the main frame 1 and the end of the support rod 401 away from the main frame 1 are located in the same longitudinal horizontal plane, so that the staff can conveniently carry out construction after assembly. The end of the reinforcement rod 302 away from the main frame 1 passes through the left side of the corresponding steel structure plate 2, so that the reinforcement rod 302 can extend to the outside of the steel structure plate 2.

[0035] In addition, a first circular groove for inserting the corresponding first nut 304 is provided on the opposite side of the two steel structure plates 2, and the length of the first circular groove is less than the length of the first nut 304. Specifically, the length of the first circular groove is half the length of the first nut 304, which is convenient for screwing the first nut 304 to the inner side of the corresponding first circular groove. Before tightening the first nut 304, epoxy resin glue needs to be injected into the connection between the steel structure plate 2 and the reinforcement rod 302, as well as the inner side of the first circular groove and the part of the first external thread groove 303 located on the inner side of the first circular groove. After the epoxy resin glue solidifies, the connection and fixing performance can be greatly enhanced, so that the overall strength is effectively improved.

[0036] In this embodiment, the connecting assembly 400 is a structure used to connect and fix structures.

[0037] like Figure 1 , Figure 2 and Figure 3 As shown, the connecting assembly 400 includes support rods 401 which are fixedly connected to the left and right sides of the main support 1 and are evenly distributed. A second external thread groove 402 is provided on the outer side of the support rod 401 away from the main support 1. The outer side of the second external thread groove 402 is threadedly connected with a second nut 403. Abutment blocks 404 are fixed on the opposite sides of the two steel structure plates 2. Evenly distributed positioning holes 405 are provided on the tops of any three support rods 401 on the left and any three support rods 401 on the right, and positioning pins 406 are inserted into the inner sides of the positioning holes 405 away from the side of the main support 1.

[0038] It should be noted that the end of the support rod 401 away from the main support 1 passes through the left side of the corresponding steel structure plate 2, so that the support rod 401 can extend to the outside of the steel structure plate 2.

[0039] In addition, a second circular groove for the corresponding second nut 403 to be inserted is provided on the opposite sides of the two steel structure plates 2, and the length of the second circular groove is less than the length of the second nut 403. Specifically, the length of the second circular groove is half the length of the second nut 403, which is convenient for screwing the second nut 403 to the inner side of the second circular groove. Before tightening the second nut 403, epoxy resin glue is injected into the connection between the support rod 401 and the steel structure plate 2, as well as the inner side of the second circular groove and the part of the second external thread groove 402 located inside the second circular groove, which can greatly enhance the connection and fixing performance and effectively improve the overall strength.

[0040] At the same time, a through hole is provided on the left side of the abutment block 404 for the corresponding support rod 401 to pass through. The number of abutment blocks 404 is equal to the number of support rods 401, so that the support rod 401 can pass through the abutment block 404 normally through the through hole. Any three support rods 401 with positioning holes 405 on the same side are not located on the same straight line. According to the principle of forming a surface by connecting three points of different straight lines, it is convenient to position and install the steel structure plate 2, and the rationality and scientificity of the construction are improved, which is convenient for the staff to operate.

[0041] The working principle of the above embodiment is:

[0042] When the concrete crack-resistant and anti-seepage wall structure is being constructed, according to actual needs, the positioning pins 406 are inserted into the inner sides of the corresponding positioning holes 405, and are welded to connect and fix the positioning pins 406 to the positioning holes 405, and ensure that the distances between the positioning pins 406 on the left and right sides and the main support 1 are equal, and the two steel structure plates 2 are moved between the outer sides of the corresponding evenly distributed support rods 401, so that the abutment block 404 abuts against the side of the positioning pins 406 away from the main support 1, and the connection between the support rods 401 and the steel structure plate 2 and the reinforcement The connection between the rod 302 and the steel structure plate 2 is filled with epoxy resin glue. At the same time, the inner sides of the first external thread groove 303 and the second external thread groove 402 are filled with epoxy resin glue. The second nut 403 is rotated to connect and fix the steel structure plate 2 to the support rod 401, and then the first nut 304 is rotated to move it to the outside of the reinforcement rod 302, and under the action of the first external thread groove 303, it is threadedly connected and fixed to the reinforcement rod 302, thereby playing the role of auxiliary reinforcement support between the steel structure plate 2 and the main support 1, and improving the overall crack resistance.

[0043] Compared with the prior art, the concrete anti-cracking and anti-seepage wall structure can further increase the overall anti-cracking strength through the cooperation between the two steel structure plates 2 on the outside of the main support 1 and the reinforcement component 300 and the connection component 400. By setting the support points with close intervals, the wall structure has extremely strong anti-cracking and anti-penetration properties after the connection is completed, effectively preventing the occurrence of liquid penetration into the interior of the wall, thereby indirectly improving the service life of the wall, and can stably play the role of enclosing and separating spaces for a long time, solving the problem that the support points of the existing concrete anti-cracking and anti-seepage wall structure are too far apart.

Claims

1. A concrete anti-cracking and anti-seepage wall structure, comprising a main support (1), characterized in that: Steel structure plates (2) are installed on both left and right sides of the main frame (1); a filling layer (201) for supporting and reinforcing is filled on the inner side of the main frame (1) and between the outer side of the main frame (1) and the opposite side of the two steel structure plates (2); a waterproof layer (202) is fixedly connected to the opposite side of the two steel structure plates (2); a reinforcing layer (203) is fixedly connected to the opposite side of the two waterproof layers (202); a reinforcing component (300) for enhancing crack resistance is installed on the outer side of the main frame (1); and a connecting component (400) for connecting and fixing is installed on the outer side of the main frame (1); The reinforcement assembly (300) comprises triangular reinforcement blocks (301) respectively fixedly connected to the left and right sides of the main frame (1) and evenly distributed, and the opposite sides of the triangular reinforcement blocks (301) on both sides are fixedly connected to reinforcement rods (302), and the outer side of the reinforcement rod (302) away from the main frame (1) is provided with a first external thread groove (303), and the outer side of the first external thread groove (303) is threadedly connected to a first nut (304).

2. A concrete anti-cracking and anti-seepage wall structure according to claim 1, characterized in that: The connection assembly (400) comprises support rods (401) respectively fixedly connected to the left and right sides of the main support (1) and evenly distributed, a second external thread groove (402) is provided on the outer side of the support rod (401) away from the main support (1), a second nut (403) is threadedly connected to the outer side of the second external thread groove (402), abutment blocks (404) are fixed to the opposite sides of the two steel structure plates (2), evenly distributed positioning holes (405) are provided on the tops of any three support rods (401) on the left side and any three support rods (401) on the right side, and positioning pins (406) are inserted into the inner sides of the positioning holes (405) on the side away from the main support (1).

3. The concrete anti-cracking and anti-seepage wall structure according to claim 1, characterized in that: The filling layer (201) is a mortar layer, the waterproof layer (202) is a waterproof coating layer, and the reinforcement layer (203) is a glass fiber mesh layer.

4. The concrete anti-cracking and anti-seepage wall structure according to claim 1, characterized in that: One end of the reinforcing rod (302) away from the main frame (1) and one end of the supporting rod (401) away from the main frame (1) are located in the same longitudinal horizontal plane, and one end of the reinforcing rod (302) away from the main frame (1) passes through the left side of the corresponding steel structure plate (2).

5. The concrete anti-cracking and anti-seepage wall structure according to claim 1, characterized in that: A first circular groove for inserting a corresponding first nut (304) is provided on opposite sides of the two steel structure plates (2), and the length of the first circular groove is smaller than the length of the first nut (304).

6. The concrete anti-cracking and anti-seepage wall structure according to claim 2, characterized in that: One end of the support rod (401) away from the main support (1) passes through the left side of the corresponding steel structure plate (2).

7. The concrete anti-cracking and anti-seepage wall structure according to claim 2, characterized in that: A second circular groove for inserting a corresponding second nut (403) is provided on opposite sides of the two steel structure plates (2), and the length of the second circular groove is smaller than the length of the second nut (403).

8. The concrete anti-cracking and anti-seepage wall structure according to claim 2, characterized in that: A through hole for the corresponding support rod (401) to pass through is provided on the left side of the abutment block (404), and any three support rods (401) provided with the positioning holes (405) on the same side are not located on the same straight line.

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