An anchoring structure for a wall connecting member

Abstract

The present invention discloses a wall connecting member anchoring structure, including anchoring uprights, with installation through holes preset on the floor slabs of each floor, the anchoring uprights passing through the installation through holes of the floor slabs of each floor, the bottom of the anchoring uprights being fixedly connected to a supporting foundation, the anchoring uprights forming a full-length anchoring member between the floor slabs of each floor, and wall connecting rods being arranged on the corresponding anchoring uprights between the floor slabs of adjacent floors. The present invention mainly aims at the problem of difficulty in installing wall connecting members due to architectural design reasons, by reserving installation through holes when pouring the floor slabs, a full-length anchoring upright can be arranged at the floor slabs of each floor, thereby utilizing the anchoring uprights to provide a stable and reliable connection node for the wall connecting member, thereby ensuring the overall stability and safety of the connection of structures such as building external scaffolding.

Description

Technical Field

[0001] The invention belongs to the technical field of building construction, and in particular relates to a wall connecting member anchoring structure. Background Art

[0002] When erecting external wall scaffolding during construction, it is often difficult to install wall connectors in some areas due to architectural design reasons, which will affect the overall stability and safety of the scaffolding. Summary of the invention

[0003] The purpose of the present invention is to provide a wall connection member anchoring structure capable of ensuring the integrity and reliability of the wall connection member in view of the above-mentioned problems.

[0004] The technical solution of the present invention is implemented as follows: a wall connecting member anchoring structure includes anchoring poles, characterized in that: installation through holes are preset on the floor slabs of each floor, the anchoring poles pass through the installation through holes of the floor slabs of each floor, the bottoms of the anchoring poles are fixedly connected to the supporting foundation, the anchoring poles form through-length anchoring members between the floor slabs of each floor, and wall connecting rods are arranged on the corresponding anchoring poles between the floor slabs of adjacent floors.

[0005] In the wall connecting member anchoring structure described in the present invention, the bottom of the anchoring upright pole is connected and fixed to the embedded part embedded in the supporting foundation.

[0006] The wall connecting member anchoring structure described in the present invention has an inserting groove arranged in the embedded part, the bottom of the anchoring pole is inserted into the embedded part for connection and fixation, at least one pole guide groove or pole guide protrusion arranged along the axial direction of the anchoring pole is arranged on the outer periphery of the bottom of the anchoring pole, and an embedded part guide protrusion or embedded part guide groove corresponding to the pole guide groove or the pole guide protrusion is arranged in the inserting groove of the embedded part.

[0007] The wall connecting member anchoring structure described in the present invention, wherein the anchoring vertical rod is spliced ​​by several vertical rod sections, wherein the rod member close to the top is the top vertical rod, the rod member close to the bottom is the bottom vertical rod, the rod member between the top vertical rod and the bottom vertical rod is the middle vertical rod, the bottom vertical rod is inserted into the plug-in groove of the embedded part for fixed connection, and the adjacent vertical rods are spliced ​​by correspondingly arranged splicing screw grooves and threaded joints.

[0008] The wall connecting member anchoring structure described in the present invention has a splicing screw groove at one end of the intermediate vertical pole and a threaded joint at the other end. During splicing, the threaded joint is inserted into the splicing screw groove and threadedly connected. After splicing, the splicing screw groove is sleeved on the outer periphery of the threaded joint to form a splicing section of two adjacent vertical poles.

[0009] For the wall connecting piece anchoring structure described in the present invention, the wall connecting rod is sleeved on the anchoring vertical rod through a connecting collar arranged at its end, and is locked and fixed by a locking bolt. The position where the connecting collar is sleeved on the anchoring vertical rod is the non-splicing section of two adjacent vertical rods.

[0010] For the wall connecting piece anchoring structure described in the present invention, a constraint assembly is arranged in the installation through hole of each floor slab. A constraint hole matching the rod diameter of the anchoring vertical rod is arranged on the constraint assembly. A constraint part matching the installation through hole of the floor slab and used for limiting and fixing the constraint assembly in the installation through hole is arranged on the constraint assembly. The anchoring vertical rod passes through the constraint hole of the constraint assembly arranged in the installation through hole of each floor slab, and the outer peripheral surface of the anchoring vertical rod is kept in close contact with the inner wall of the constraint hole.

[0011] For the wall connecting piece anchoring structure described in the present invention, the constraint assembly includes a constraint box body and a top pressing piece capable of telescoping from the side of the constraint box body. The top pressing piece is connected with an elastic driving part. The elastic driving part is used for pushing the top pressing piece out of the constraint box body under the action of force, and making the end face of the top pressing piece press tightly against the hole wall surface of the floor slab installation through hole.

[0012] For the wall connecting piece anchoring structure described in the present invention, the top pressing pieces are symmetrically arranged on both sides of the constraint box body. The elastic driving part includes a connecting rod hinged with the corresponding side top pressing piece and a spring. The spring is connected to the position where the two connecting rods are hinged with each other. The top pressing pieces symmetrically arranged on both sides of the constraint box body form a set of linkage pairs. When the spring is stressed, the two connecting rods in the set of linkage pairs can push out the top pressing pieces on both sides of the constraint box body at the same time. After the top pressing pieces press tightly against the hole wall of the floor slab installation through hole, the constraint assembly is constrained and limited in the installation through hole.

[0013] For the wall connecting piece anchoring structure described in the present invention, threaded interfaces extend axially along the rod on the upper and lower sides of the constraint box body. The threaded interfaces are used for threadedly connecting with the closing covers arranged on the upper and lower sides of the constraint box body. During the process of threadedly connecting with the constraint box body, the closing cover is used for compressing the spring, so that the top pressing pieces on both sides of the constraint box body extend out at the same time.

[0014] The present invention mainly aims at the problem that it is difficult to install wall connecting pieces due to building design reasons. By reserving installation through holes during the floor slab pouring, a through-length anchoring vertical rod can be arranged at the floor slabs of each floor, so as to provide a stable and reliable connection node for the wall connecting piece by using the anchoring vertical rod, and ensure the overall stability and safety of the connection of structures such as the building exterior scaffolding. Brief Description of the Drawings

[0015] Figure 1 is the structural schematic diagram of the present invention.

[0016] Figure 2It is a schematic connection diagram of the top vertical rod in the present invention.

[0017] Figure 3 It is a schematic connection diagram of the bottom vertical rod in the present invention.

[0018] Figure 4 It is Figure 3 the top view of.

[0019] Figure 5 It is a schematic structural diagram of the middle vertical rod in the present invention.

[0020] Figure 6 It is a schematic structural diagram of the wall connecting rod in the present invention.

[0021] Figure 7 It is a schematic structural diagram of the restraint component in the present invention.

[0022] Figure 8 It is Figure 7 the front view of.

[0023] Figure 9 It is a perspective view of the restraint component.

[0024] Figure 10 It is a schematic structural diagram of the closed cover in the restraint component.

[0025] Markings in the figure: 1 is the anchored vertical rod, 2 is the floor slab, 3 is the wall connecting rod, 4 is the embedded part, 5 is the vertical rod guiding groove, 6 is the restraint component, 11 is the top vertical rod, 12 is the bottom vertical rod, 13 is the middle vertical rod, 14 is the splicing screw groove, 15 is the threaded joint, 31 is the connecting collar, 32 is the locking bolt, 61 is the restraint hole, 62 is the restraint box body, 63 is the top pressing part, 64 is the connecting rod, 65 is the spring, 66 is the threaded interface, 67 is the closed cover. Specific embodiments

[0026] To make the objectives, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are some, but not all, of the embodiments of the present invention. Usually, the components of the embodiments of the present invention described and illustrated herein can be arranged and designed in various different configurations.

[0027] Therefore, the following detailed description of the embodiments of the present invention provided in the drawings is not intended to limit the scope of the claimed present invention, but merely represents selected embodiments of the present invention. All other embodiments obtained by those of ordinary skill in the art based on the embodiments of the present invention without creative efforts shall fall within the scope of protection of the present invention.

[0028] It should be noted that, without conflict, the embodiments in the present invention and the features in the embodiments may be combined with each other.

[0029] It should be noted that like reference numerals and letters indicate like items in the following figures, and thus, once an item is defined in one figure, it does not need to be further defined and explained in subsequent figures.

[0030] In the description of the embodiments of the present invention, it should be noted that the indicated orientation or positional relationship is based on the orientation or positional relationship shown in the drawings, or the orientation or positional relationship in which the product of the present invention is usually placed during use, or the orientation or positional relationship commonly understood by those skilled in the art, or the orientation or positional relationship in which the product of the present invention is usually placed during use. It 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 thus should not be construed as a limitation to the present invention. In addition, the terms "first" and "second" are only used for distinguishing descriptions and cannot be construed as indicating or implying relative importance.

[0031] In the description of the embodiments of the present invention, it should also be noted that unless otherwise clearly specified and defined, the terms "installation" and "connection" should be understood in a broad sense. For example, it may be a fixed connection, a detachable connection, or an integral connection; it may be a direct connection or an indirect connection through an intermediate medium. For those of ordinary skill in the art, the specific meanings of the above terms in the present invention can be understood according to specific circumstances; the drawings in the embodiments are used to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are some, but not all, of the embodiments of the present invention. Usually, the components of the embodiments of the present invention described and shown in the drawings here can be arranged and designed in various different configurations.

[0032] As Figure 1 and 2 shown, a wall connecting member anchoring structure includes an anchoring vertical rod 1. Installation through holes are preset on the floor slabs 2 of each floor. The anchoring vertical rod 1 passes through the installation through holes of the floor slabs 2 of each floor. The bottom of the anchoring vertical rod 1 is fixedly connected to a buried part 4 buried in the bearing foundation. The anchoring vertical rod 1 forms a continuous anchor in the space between the floor slabs 2 of each floor. A wall connecting rod 3 is arranged on the anchoring vertical rod 1 corresponding to the space between adjacent floor slabs 2. The present invention aims at the problem that it is difficult to install wall connecting members due to building design reasons. By reserving installation through holes during the casting of floor slabs, continuous anchoring vertical rods can be provided at the floor slabs of each floor, so as to provide a stable and reliable connection node for the wall connecting members by using the anchoring vertical rods, ensuring the overall stability and safety of the connection of structures such as the external scaffolding of buildings.

[0033] As Figure 3 and4 As shown, a plug-in groove is provided in the embedded part 4. The bottom of the anchoring vertical rod 1 is inserted into the embedded part 4 for connection and fixation. On the outer periphery of the bottom of the anchoring vertical rod 1, two vertical rod guiding grooves 5 arranged along the axial direction of the anchoring vertical rod 1 are symmetrically provided. In the plug-in groove of the embedded part 4, an embedded part guiding protrusion corresponding to and cooperating with the vertical rod guiding groove 5 is provided. Obviously, for those skilled in the art, it is also easy to think of providing a vertical rod guiding protrusion on the outer periphery of the anchoring vertical rod 1 and providing an embedded part guiding groove corresponding to and cooperating with the vertical rod guiding protrusion in the plug-in groove. Through the cooperation of the guiding groove and the guiding protrusion, the bottom of the anchoring vertical rod can be kept smooth during the process of being inserted into the plug-in groove of the embedded part, and after insertion, the anchoring vertical rod can be effectively prevented from freely rotating in the plug-in groove.

[0034] As Figures 2 to 5 shown, the anchoring vertical rod 1 is composed of several sections of vertical rods spliced together. The rod near the top is the top vertical rod 11, and the rod near the bottom is the bottom vertical rod 12. The rod between the top vertical rod 11 and the bottom vertical rod 12 is the middle vertical rod 13. The bottom vertical rod 12 is inserted into the plug-in groove of the embedded part 4 for fixed connection. Adjacent two vertical rods are spliced together through correspondingly provided splicing screw grooves 14 and threaded joints 15.

[0035] In this embodiment, one end of the middle vertical rod 13 is provided with a splicing screw groove 14, and the other end is provided with a threaded joint 15. During splicing, the threaded joint 15 is inserted into the splicing screw groove 14 and threadedly connected. After splicing, the splicing screw groove 14 is sleeved on the outer periphery of the threaded joint 15 to form a splicing section of adjacent two vertical rods.

[0036] As Figure 2 and 6 shown, the connecting wall rod 3 is sleeved on the anchoring vertical rod 1 through a connecting collar 31 provided at its end, and is locked and fixed through a locking bolt 32. The position where the connecting collar 31 is sleeved on the anchoring vertical rod 1 is a non-splicing section of adjacent two vertical rods.

[0037] As Figures 7 to 9As shown in the figure, a restraint assembly 6 is provided in the installation through holes of each floor slab 2. A restraint hole 61 matching the rod diameter of the anchoring vertical rod 1 is provided on the restraint assembly 6. A restraint component is provided on the restraint assembly 6, which matches the installation through holes of the floor slab 2 and is used to limit and fix the restraint assembly 6 in the through holes. The anchoring vertical rod 1 passes through the restraint hole 61 of the restraint assembly 6 provided in the installation through holes of each floor slab 2, and the outer peripheral surface of the anchoring vertical rod 1 is kept in close contact with the inner wall of the restraint hole 61. Through the setting of the restraint assembly, it can ensure the tight fit between the anchoring vertical rod and the restraint hole, and avoid problems such as the anchoring vertical rod being unable to pass through due to the low precision of the prefabricated hole diameter of the floor slab installation through hole, or a large gap existing between the anchoring vertical rod and the installation through hole, which affects the installation reliability and stability of the anchoring vertical rod.

[0038] Specifically, the restraint assembly 6 includes a restraint box body 62 and a top pressing member 63 that can expand and contract from the side of the restraint box body 62. The top pressing member 63 is connected to an elastic driving member, and the elastic driving member is used to push the top pressing member 63 out of the restraint box body 62 under the action of force, and make the end face of the top pressing member 63 press tightly against the hole wall surface of the installation through hole of the floor slab 2.

[0039] In this embodiment, the top pressing members 63 are symmetrically arranged on both sides of the restraint box body 62. The elastic driving member includes a connecting rod 64 hinged to the corresponding side top pressing member 63 and a spring 65. The spring 65 is connected to the position where the two connecting rods 64 are hinged to each other. The symmetric top pressing members 63 on both sides of the restraint box body 62 form a set of linkage pairs. When the spring 65 is stressed, the two connecting rods 64 in the set of linkage pairs can push out the top pressing members 63 on both sides of the restraint box body 62 at the same time. After the top pressing members 63 press tightly against the hole wall of the installation through hole of the floor slab 2, the restraint assembly 6 is constrained and limited in the through hole.

[0040] As Figure 2 and 9 As shown in FIGS. 10, threaded interfaces 66 extend axially along the rod on the upper and lower sides of the restraint box body 62. The threaded interfaces 66 are used for threaded connection with the closing covers 67 provided on the upper and lower sides of the restraint box body 62. During the threaded connection process with the restraint box body 62, the closing covers 67 are used to compress the spring 65, so that the top pressing members 63 on both sides of the restraint box body 62 extend out at the same time. Through the threaded closing cover, an external force is provided for the spring during installation, realizing the adjustment of the top pressing force of the top pressing member relative to the hole wall of the installation through hole, ensuring the reliable constraint and limit of the restraint assembly in the installation through hole, and being able to provide closed protection for the node where the anchoring vertical rod passes through the restraint assembly.

[0041] The above are only the preferred embodiments of the present invention and are not intended to limit the present invention. Any modifications, equivalent replacements, and improvements made within the spirit and principle of the present invention shall be included in the protection scope of the present invention.

Claims

1. A wall connecting member anchoring structure, comprising an anchoring rod (1), Features: A mounting through hole is preset on the floor slab (2) of each floor, the anchoring rod (1) passes through the mounting through hole of the floor slab (2) of each floor, the bottom of the anchoring rod (1) is fixedly connected to the supporting foundation, the anchoring rod (1) forms a full-length anchoring piece between the floor slabs (2) of each floor, and a wall connecting rod (3) is arranged on the corresponding anchoring rods (1) between the floor slabs (2) of adjacent floors; A restraining assembly (6) is arranged in the installation through hole of the floor slab (2) of each floor, a restraining hole (61) matching the rod diameter of the anchoring upright pole (1) is arranged on the restraining assembly (6), a restraining component matching the installation through hole of the floor slab (2) and used for limiting and fixing the restraining assembly (6) in the installation through hole is arranged on the restraining assembly (6), the anchoring upright pole (1) passes through the restraining hole (61) of the restraining assembly (6) arranged in the installation through hole of the floor slab (2) of each floor, and the outer peripheral surface of the anchoring upright pole (1) is kept in a state of being in contact with the inner wall of the restraining hole (61); The restraining assembly (6) comprises a restraining box (62) and a jacking member (63) capable of being extended and retracted from the side of the restraining box (62), wherein the jacking member (63) is connected to an elastic driving member, and the elastic driving member is used to push the jacking member (63) out of the restraining box (62) under the action of a force, and to make the end surface of the jacking member (63) press against the hole wall surface of the installation through hole of the floor slab (2); The pressing members (63) are symmetrically arranged on both sides of the constraint box (62); the elastic driving component comprises a connecting rod (64) and a spring (65) which are hinged to the pressing members (63) on the corresponding sides; the spring (65) is connected to the position where the two connecting rods (64) are hinged to each other; the pressing members (63) symmetrical on both sides of the constraint box (62) form a group of linkage pairs; when the spring (65) is subjected to force, the two connecting rods (64) in the group of linkage pairs can simultaneously push out the pressing members (63) on both sides of the constraint box (62); after the pressing members (63) are pressed against the wall of the installation through hole of the floor slab (2), the constraint assembly (6) is constrained and limited in position within the installation through hole.

2. The wall connecting member anchoring structure according to claim 1, Features: The bottom of the anchoring pole (1) is connected and fixed to an embedded part (4) embedded in the supporting foundation.

3. The wall connecting member anchoring structure according to claim 2, Features: An inserting groove is provided in the embedded part (4), the bottom of the anchoring pole (1) is inserted into the embedded part (4) for connection and fixation, at least one pole guide groove (5) or pole guide protrusion arranged along the axial direction of the anchoring pole (1) is provided on the outer periphery of the bottom of the anchoring pole (1), and an embedded part guide protrusion or embedded part guide groove corresponding to the pole guide groove (5) or the pole guide protrusion is provided in the inserting groove of the embedded part (4).

4. The wall connecting member anchoring structure according to claim 3, Features: The anchor vertical rod (1) is formed by splicing several sections of vertical rods. Among them, the rod near the top is the top vertical rod (11), and the rod near the bottom is the bottom vertical rod (12). The rod between the top vertical rod (11) and the bottom vertical rod (12) is the middle vertical rod (13). The bottom vertical rod (12) is fixedly connected by being inserted into the insertion groove of the embedded part (4). Adjacent two vertical rods are spliced by correspondingly arranged splicing screw grooves (14) and threaded joints (15).

5. The connection wall member anchoring structure according to claim 4, characterized in that: One end of the middle vertical rod (13) is provided with a splicing screw groove (14), and the other end is provided with a threaded joint (15). During splicing, the threaded joint (15) is inserted into the splicing screw groove (14) and is threadedly connected. After splicing, the splicing screw groove (14) is sleeved on the outer periphery of the threaded joint (15) to form a splicing section of adjacent two vertical rods.

6. The connection wall member anchoring structure according to claim 5, characterized in that: The connection wall rod (3) is sleeved on the anchor vertical rod (1) through a connection collar (31) provided at its end, and is locked and fixed by a locking bolt (32). The position where the connection collar (31) is sleeved on the anchor vertical rod (1) is a non-splicing section of adjacent two vertical rods.

7. The connection wall member anchoring structure according to claim 1, characterized in that: Threaded interfaces (66) extend axially along the rod on the upper and lower sides of the constraint box body (62). The threaded interfaces (66) are used for threaded connection with the closing covers (67) provided on the upper and lower sides of the constraint box body (62). During the threaded connection process of the closing covers (67) with the constraint box body (62), the closing covers (67) are used to compress the springs (65) so that the top pressing members (63) on both sides of the constraint box body (62) extend out simultaneously.

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