Anti-floating anchoring structure

Abstract

The utility model provides an anti-floating anchoring structure, and relates to the technical field of buildings, the anti-floating anchoring structure comprises a first base body, a second base body and an anchoring structure, the second base body is arranged below the first base body; the anchoring structure comprises an adjusting part and an anchoring part, the adjusting part is connected with the first base body and the second base body, the adjusting part is provided with a penetrating channel, the anchoring part is arranged in the penetrating channel in a penetrating mode and connected with the first base body and the second base body in an anchoring mode, and a limiting part is arranged on the anchoring part and can limit the adjusting part in the axial direction of the anchoring part. According to the anti-floating anchoring structure, when the underground water level is low, the first base body can press the anchoring part downwards, at the moment, the part, arranged in the penetrating channel in a penetrating mode, of the anchoring part can generate certain deformation to release part of pressure on the anchoring part, damage to the anchoring part is avoided, and therefore the bearing effect of the anti-floating anchoring structure on the downward pressure is improved; and the engineering safety problem caused by the fact that the anchoring part is pressed can be reduced.

Description

Technical Field

[0001] The utility model relates to the technical field of construction, in particular to an anti-floating anchoring structure. Background Art

[0002] When the foundation of a building is affected by the buoyancy of groundwater and the deadweight and covering soil of the building's basement cannot offset the buoyancy generated by the basement, the building will float. In this field, vertically arranged anti-floating anchor rods are generally used to eliminate the adverse effects of groundwater buoyancy, thereby ensuring the stability and safety of the basement. As a tension member, the anti-floating anchor rod has one end anchored in the building floor, and the other end anchored in the rock and soil layer below the base. However, the above-mentioned anti-floating anchor rod only considers the tensile effect under the buoyancy of groundwater during design, and does not consider the problem that when the groundwater level changes to a lower position, the anchor rod needs to bear part of the building pressure due to being connected to the foundation floor. Since the existing anti-floating anchor rods are not designed for the situation of anchor compression, there is a certain safety risk in the anti-floating anchor rod after being compressed, which is easy to cause engineering accidents. Therefore, how to design the anti-floating anchor rod structure for compression resistance to improve the safety of use has become a technical problem that needs to be solved urgently. Utility Model Content

[0003] In order to overcome the above-mentioned defects of the prior art, the technical problem to be solved by the embodiments of the present utility model is to provide an anti-floating anchoring structure for increasing the pressure resistance to improve the safety of use.

[0004] The above-mentioned purpose of the utility model can be achieved by adopting the following technical solutions. The utility model provides an anti-floating anchoring structure, including:

[0005] a first matrix;

[0006] a second substrate, the second substrate being disposed below the first substrate;

[0007] An anchoring structure, the anchoring structure includes an adjusting member and an anchoring member, the adjusting member connects the first substrate and the second substrate, the adjusting member has a wearing channel, the anchoring member is worn in the wearing channel and anchored to connect the first substrate and the second substrate, and a limiting portion is provided on the anchoring member, and the limiting portion can limit the adjusting member along the axial direction of the anchoring member.

[0008] In a preferred embodiment of the present invention, the adjusting member includes a tube body, an inner cavity of the tube body forms the installation passage, and the tube body connects the first base body and the second base body.

[0009] In a preferred embodiment of the present invention, the tube body is formed by a flexible material.

[0010] In a preferred embodiment of the utility model, the anchoring member includes an anti-floating anchor rod, which is passed through the tube body, one end of the anti-floating anchor rod is anchored and connected to the first substrate, and the other end of the anti-floating anchor rod is anchored and connected to the second substrate, and the limiting portion is arranged on the anti-floating anchor rod and placed below the tube body.

[0011] In a preferred embodiment of the present utility model, the limiting portion includes a tray fixedly arranged on the anti-floating anchor rod, and the diameter of the tray is larger than the aperture of the tube body.

[0012] In a preferred embodiment of the present invention, the anti-floating anchoring structure further includes an elastic member disposed between the first substrate and the second substrate, and the elastic member is disposed around the adjusting member.

[0013] In a preferred embodiment of the present invention, the elastic member includes a rubber pad laid between the first substrate and the second substrate, and the rubber pad is arranged around the adjusting member.

[0014] In a preferred embodiment of the present invention, the anti-floating anchoring structure also includes a cushion layer assembly laid on a side end surface of the first substrate close to the second substrate, and the cushion layer assembly includes a waterproof layer and a cushion layer arranged between the waterproof layer and the first substrate.

[0015] In a preferred embodiment of the present invention, the cushion layer is formed by plain concrete.

[0016] In a preferred embodiment of the present invention, the first substrate includes a building base plate, and the second substrate includes an anchor body arranged below the building base plate.

[0017] The technical solution of the utility model has the following significant beneficial effects:

[0018] When the anti-floating anchoring structure of the utility model is used, the anchoring structure is arranged between the first substrate and the second substrate, and the first substrate and the second substrate can be connected by the anchoring structure, which is conducive to eliminating the adverse effects of groundwater buoyancy and ensuring the stability and safety of the building. Specifically, the anchoring structure can anchor and connect the first substrate and the second substrate through an anchor, and a limiting portion is arranged on the anchor, and the limiting portion can be used to limit the adjusting member along the axial direction of the anchor. During construction, the installation position of the adjusting member can be ensured by the limiting portion on the anchor, so that the adjusting member can be set in a preset position together with the anchor, thereby improving construction efficiency.

[0019] Moreover, when the groundwater level is low, the first matrix will press down the anchor. At this time, the part of the anchor inserted in the installation channel will produce a certain deformation to release part of the pressure on the anchor to avoid damage to the anchor, thereby improving the bearing effect of the anti-floating anchor structure on the downward pressure, which is beneficial to reduce the engineering safety problems caused by the pressure on the anchor and improves the safety of use. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings required for use in the description of the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without creative work.

[0021] The drawings described herein are only for explanation purposes and are not intended to limit the scope of the present invention in any way. In addition, the shapes and proportional dimensions of the components in the drawings are only for illustration purposes to help understand the present invention, and are not intended to specifically limit the shapes and proportional dimensions of the components of the present invention. Under the guidance of the present invention, those skilled in the art can select various possible shapes and proportional dimensions to implement the present invention according to specific circumstances.

[0022] Figure 1 It is a side structural schematic diagram of an embodiment of the anti-floating anchoring structure of the utility model.

[0023] Reference numerals of the above drawings:

[0024] 100. a first substrate;

[0025] 200, second matrix;

[0026] 300, anchoring structure; 310, adjusting member; 320, anchoring member; 330, limiting portion;

[0027] 400, elastic parts;

[0028] 500, waterproof layer;

[0029] 600. Cushion layer. DETAILED DESCRIPTION

[0030] 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.

[0031] Please refer to Figure 1 As shown, an anti-floating anchoring structure is provided in an embodiment of the utility model, which anti-floating anchoring structure includes a first substrate 100, a second substrate 200 and an anchoring structure 300, wherein the second substrate 200 is arranged below the first substrate 100; the anchoring structure 300 includes an adjusting member 310 and an anchoring member 320, wherein the adjusting member 310 connects the first substrate 100 and the second substrate 200, the adjusting member 310 has a wearing channel, the anchoring member 320 is worn in the wearing channel and anchored to connect the first substrate 100 and the second substrate 200, and a limiting portion 330 is provided on the anchoring member 320, and the limiting portion 330 can limit the adjusting member 310 along the axial direction of the anchoring member 320.

[0032] On the whole, when the anti-floating anchoring structure is used, the anchoring structure 300 is set between the first substrate 100 and the second substrate 200. The anchoring structure 300 can be used to connect the first substrate 100 and the second substrate 200, which is helpful to eliminate the adverse effects of groundwater buoyancy and ensure the stability and safety of the building.

[0033] Specifically, the anchoring structure 300 can be anchored and connected to the first substrate 100 and the second substrate 200 through the anchor 320, and a limiting portion 330 is provided on the anchor 320, and the limiting portion 330 can be used to limit the adjusting member 310 along the axial direction of the anchor 320. During construction, the limiting portion 330 on the anchor 320 can ensure the installation position of the adjusting member 310, so that the adjusting member 310 can be set in a preset position together with the anchor 320, thereby improving construction efficiency.

[0034] Furthermore, when the groundwater level is low, the first matrix 100 will press down the anchor 320. At this time, the portion of the anchor 320 that is inserted into the insertion channel will produce a certain deformation to release part of the pressure on the anchor 320, thereby avoiding damage to the anchor 320, thereby improving the bearing effect of the anti-floating anchor structure on the downward pressure, which is beneficial to reducing the engineering safety problems caused by the pressure on the anchor 320 and improving the safety of use.

[0035] In an embodiment of the present invention, the first substrate 100 includes a building floor, and the second substrate 200 includes an anchor body disposed below the building floor.

[0036] The designer can adjust the specific structure of the anchor body according to the use requirements, and no specific limitation is made here. Preferably, the anchor body can be the rock and soil layer below the building floor.

[0037] In the embodiment of the present utility model, the adjusting member 310 includes a tube body, the inner cavity of the tube body forms a through passage, and the tube body connects the first substrate 100 and the second substrate 200 .

[0038] By configuring the adjusting member 310 as a tube body, the structure of the tube body is simple and reliable, and the inner cavity of the tube body can form a wearing passage without processing, which helps to reduce the difficulty of manufacturing and processing.

[0039] When the anchor 320 is subjected to downward pressure, the portion of the anchor 320 that passes through the insertion channel will be deformed to release part of the pressure on the anchor 320 to avoid damage to the anchor 320.

[0040] Specifically, the tube body is formed by a flexible material so that the tube body forms a hose structure with good deformation ability, which is beneficial to reduce the restriction on the anchor 320 during the compression deformation process, so that the anchor 320 can be better deformed to release pressure.

[0041] Designers can adjust the specific molding material of the tube body according to usage requirements. For example, the tube body can be a PVC hose or other plastic or non-plastic material, and no specific restrictions are made here.

[0042] In an embodiment of the utility model, the anchor 320 includes an anti-floating anchor rod, which is passed through the tube body, one end of the anti-floating anchor rod is anchored and connected to the first base 100, and the other end of the anti-floating anchor rod is anchored and connected to the second base 200, and the limiting portion 330 is arranged on the anti-floating anchor rod and placed below the tube body.

[0043] The first substrate 100 and the second substrate 200 are connected by anchoring with the anti-floating anchor rod, thereby increasing the anti-floating capability of the first substrate 100 and improving the structural stability of the first substrate 100 .

[0044] Specifically, the body of the anti-floating anchor rod is arranged in the height direction, and one end of the anti-floating anchor rod anchored in the first substrate 100 can be bent to increase the connection firmness with the first substrate 100, and the other end of the anti-floating anchor rod anchored in the second substrate 200 can also be bent to increase the connection firmness with the second substrate 200. Designers can adjust the folding method of the anti-floating anchor rod according to the use requirements, and no specific restrictions are made here.

[0045] Of course, in other feasible embodiments, designers can adjust the specific structure and construction of the anti-floating anchor rod according to usage requirements, and no specific limitation is made here.

[0046] In an embodiment of the present utility model, the limiting portion 330 includes a tray fixedly disposed on the anti-floating anchor rod, and the diameter of the tray is larger than the hole diameter of the tube body.

[0047] By arranging a tray on the anti-floating anchor, the tray can support the pipe body, so that the pipe body can be arranged in a preset position together with the anti-floating anchor rod, thereby improving the construction efficiency. The designer can adjust the specific structure of the tray according to the use requirements, and no specific restrictions are made here.

[0048] Of course, in other feasible embodiments, designers can adjust the specific structure of the limiting portion 330 according to usage requirements. For example, the limiting portion 330 can be a limiting block provided on the anti-floating anchor rod, etc., and no specific limitation is made here.

[0049] In an embodiment of the present utility model, the anti-floating anchoring structure further includes an elastic member 400 disposed between the first substrate 100 and the second substrate 200 , and the elastic member 400 is disposed around the adjusting member 310 .

[0050] By arranging the elastic member 400 between the first substrate 100 and the second substrate 200 and arranging the elastic member 400 around the adjusting member 310, the elastic member 400 will produce a certain deformation when under pressure, which is beneficial to reduce the interference caused by the deformation of the tube body and the anti-floating anchor rod, so that the anti-floating anchor rod can be better deformed to release pressure, thereby improving the compressive resistance of the anti-floating anchor rod.

[0051] In a specific embodiment, the elastic member 400 includes a rubber pad laid between the first substrate 100 and the second substrate 200 , and the rubber pad is disposed around the adjusting member 310 .

[0052] Of course, in other feasible embodiments, designers can adjust the specific material and structure of the elastic member 400 according to usage requirements, and no specific limitation is made here.

[0053] In an embodiment of the utility model, the anti-floating anchoring structure also includes a cushion layer 600 assembly laid on one side end surface of the first substrate 100 close to the second substrate 200, and the cushion layer 600 assembly includes a waterproof layer 500 and a cushion layer 600 arranged between the waterproof layer 500 and the first substrate 100.

[0054] Specifically, the cushion layer 600 and the waterproof layer 500 may be connected to the elastic member 400. By laying the cushion layer 600 and the waterproof layer 500 on the bottom of the first substrate 100, the waterproof capability of the first substrate 100 is improved, thereby improving the service life and stability of the first substrate 100.

[0055] The designer can adjust the specific materials of the cushion layer 600 and the waterproof layer 500 according to the use requirements, and no specific limitation is made here. Preferably, the cushion layer 600 is formed by plain concrete.

[0056] All articles and references disclosed, including patent applications and publications, are incorporated herein by reference for various purposes. The term "consisting essentially of ... " describing a combination should include determined elements, ingredients, parts or steps and other elements, ingredients, parts or steps that do not substantially affect the basic novel features of the combination. The use of the terms "comprising" or "including" to describe the combination of elements, ingredients, parts or steps here also contemplates the implementation method consisting essentially of these elements, ingredients, parts or steps. Here, by using the term "may", it is intended to illustrate that any attribute described that "may" includes is optional. Multiple elements, ingredients, parts or steps can be provided by a single integrated element, ingredient, part or step. Alternatively, a single integrated element, ingredient, part or step can be divided into separate multiple elements, ingredients, parts or steps. The disclosure "one" or "one" used to describe an element, ingredient, part or step is not said to exclude other elements, ingredients, parts or steps.

[0057] Each embodiment in this specification is described in a progressive manner, and each embodiment focuses on the differences from other embodiments. The same or similar parts between the embodiments can be referred to each other. The above embodiments are only for illustrating the technical concept and features of the utility model, and their purpose is to enable people familiar with this technology to understand the content of the utility model and implement it accordingly, and cannot be used to limit the protection scope of the utility model. Any equivalent changes or modifications made according to the spirit of the utility model should be included in the protection scope of the utility model.

Claims

1. An anti-floating anchoring structure, characterized in that: include: a first matrix; a second substrate, the second substrate being disposed below the first substrate; An anchoring structure, the anchoring structure includes an adjusting member and an anchoring member, the adjusting member connects the first substrate and the second substrate, the adjusting member has a wearing channel, the anchoring member is worn in the wearing channel and anchored to connect the first substrate and the second substrate, and a limiting portion is provided on the anchoring member, and the limiting portion can limit the adjusting member along the axial direction of the anchoring member.

2. The anti-floating anchoring structure according to claim 1, characterized in that: The adjusting member comprises a tube body, an inner cavity of the tube body forms the installation passage, and the tube body connects the first base body and the second base body.

3. The anti-floating anchoring structure according to claim 2, characterized in that: The tube body is formed by a flexible material.

4. The anti-floating anchoring structure according to claim 2, characterized in that: The anchoring piece includes an anti-floating anchor rod, which is inserted into the tube body, one end of which is anchored and connected to the first base, and the other end of which is anchored and connected to the second base. The limiting portion is arranged on the anti-floating anchor rod and placed below the tube body.

5. The anti-floating anchoring structure according to claim 4, characterized in that: The limiting portion includes a tray fixedly arranged on the anti-floating anchor rod, and the diameter of the tray is larger than the hole diameter of the tube body.

6. The anti-floating anchoring structure according to claim 1, characterized in that: The anti-floating anchoring structure further includes an elastic member disposed between the first substrate and the second substrate, and the elastic member is disposed around the adjusting member.

7. The anti-floating anchoring structure according to claim 6, characterized in that: The elastic member includes a rubber pad laid between the first substrate and the second substrate, and the rubber pad is arranged around the adjusting member.

8. The anti-floating anchoring structure according to claim 1, characterized in that: The anti-floating anchoring structure further comprises a cushion layer assembly laid on an end surface of one side of the first substrate close to the second substrate, and the cushion layer assembly comprises a waterproof layer and a cushion layer arranged between the waterproof layer and the first substrate.

9. The anti-floating anchoring structure according to claim 8, characterized in that: The cushion layer is formed by plain concrete.

10. The anti-floating anchoring structure according to claim 1, characterized in that: The first substrate includes a building floor, and the second substrate includes an anchor body disposed below the building floor.

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