CN220598746U - Anchoring structure of single-plate masonry wall at outer side of structure - Google Patents

Anchoring structure of single-plate masonry wall at outer side of structure Download PDF

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Publication number
CN220598746U
CN220598746U CN202322192055.4U CN202322192055U CN220598746U CN 220598746 U CN220598746 U CN 220598746U CN 202322192055 U CN202322192055 U CN 202322192055U CN 220598746 U CN220598746 U CN 220598746U
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China
Prior art keywords
anchoring
wall body
anchored
wall
plate
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CN202322192055.4U
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Inventor
刘亚鑫
皮佳亮
邬建
邹恩泽
邬泽英
董春娣
张伟
信启书
陈浩
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Beijing Layered Construction Decoration Engineering Technology Co Ltd
Third Construction Engineering Co Ltd of China Construction Second Engineering Bureau Co Ltd
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Beijing Layered Construction Decoration Engineering Technology Co Ltd
Third Construction Engineering Co Ltd of China Construction Second Engineering Bureau Co Ltd
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Priority to CN202322192055.4U priority Critical patent/CN220598746U/en
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Abstract

The utility model relates to the technical field of outer wall construction, and discloses an anchoring structure of a single-plate masonry wall at the outer side of a structure, which comprises the following components: the wall body to be anchored and the veneer wall body arranged on the outer side of the wall body to be anchored; the utility model can anchor a single-board masonry wall outside a structure to the structure and ensure stability.

Description

Anchoring structure of single-plate masonry wall at outer side of structure
Technical Field
The utility model relates to the technical field of outer wall construction, in particular to an anchoring structure of a single-plate masonry wall at the outer side of a structure.
Background
The use of structural outside veneer masonry walls on wood frames, steel frames, concrete masonry units or concrete constructions is currently popular in building design because it is cost effective and provides an aesthetically pleasing appearance. The exterior veneer masonry wall of the structure provides a number of significant benefits, acting as a rain curtain, insulation and sound barrier. Many outside veneer masonry walls do not have the necessary structural integrity to accommodate loads such as wind and seismic forces that may be imposed thereon. Thus, the outside veneer masonry wall of the structure must be "tied" back to the structural support wall that will carry the applied load. The outside veneer masonry wall must be supported continuously with masonry anchors at regular vertical and horizontal intervals because, without continuous support, the outside veneer masonry wall may be overstressed, resulting in vertical cracking and possible fracture.
Disclosure of Invention
The application provides an anchoring structure of a single-plate masonry wall at the outer side of a structure, which aims to solve the problem in the background technology.
For solving above-mentioned technical problem, this application provides an anchoring structure of structure outside veneer brickwork wall, includes: the wall body to be anchored and the veneer wall body arranged on the outer side of the wall body to be anchored; a plurality of anchoring mechanisms are arranged between the wall body to be anchored and the veneer wall body, each anchoring mechanism comprises a connecting part connected to the wall body to be anchored, extension parts arranged at two ends of the connecting part, and anchoring parts respectively connected to the inner sides of the two extension parts, the two extension parts extend towards the direction of the veneer wall body, the two end, far away from the extension parts, of each anchoring part is obliquely upwards provided with a bending section, and a gap is arranged between the two anchoring parts.
In some embodiments of the application, the veneer wall body is a vertically arranged multilayer plate, transverse reinforcing steel bars are arranged on the top of the same layer of plate in a through length mode, and the transverse reinforcing steel bars extend into gaps of the two anchoring portions.
In some embodiments of the application, the lateral surface of treating the anchoring wall body is provided with a plurality of mounting panels, and is a plurality of the upper and lower both ends of mounting panel are provided with the mounting hole, be provided with the arch between the mounting hole, seted up the spread groove in the arch, the connecting portion extends to in the spread groove, the spread groove is used for restricting anchoring mechanism to treating the outside displacement of anchoring wall body.
In some embodiments of the present application, the bending height of the bending section is not greater than 10mm.
In some embodiments of the present application, the connecting portion, the extending portion, the anchoring portion and the bending section are made of steel bars, and the size of the steel bars is phi 6mm.
In some embodiments of the present application, expansion bolts are disposed in the mounting holes for limiting relative displacement between the mounting plate and the wall to be anchored.
In some embodiments of the present application, the connecting slot is configured as a vertical slot body, and the anchoring mechanism is vertically displaced along the connecting slot.
Compared with the prior art, the utility model has the following characteristics and beneficial effects:
according to the utility model, the wall body to be anchored and the single-plate wall body are effectively connected by arranging the anchoring mechanism, the transverse reinforcing steel bars are arranged and connected with the anchoring mechanism, so that the stability of the single-plate wall body is improved, the anchoring mechanism can be quickly connected to the wall body to be anchored by arranging the mounting plate, and the displacement between the anchoring mechanism and the transverse reinforcing steel bars is limited by arranging the bending section, so that the anchoring of the single-plate wall body is realized.
Drawings
FIG. 1 is a schematic view of the overall structure of an embodiment of the present utility model;
FIG. 2 is a schematic illustration of the attachment of an anchor mechanism to a mounting plate in accordance with an embodiment of the present utility model;
fig. 3 is a schematic view of an anchoring mechanism and transverse rebar junction in accordance with an embodiment of the present utility model.
In the figure, 100, a wall to be anchored; 200. a veneer wall; 300. an anchoring mechanism; 310. a connection part; 320. an extension; 330. an anchor portion; 340. bending sections; 400. transverse steel bars; 500. a mounting plate; 510. a mounting hole; 520. a protrusion; 530. and a connecting groove.
Detailed Description
The following describes in further detail the embodiments of the present utility model with reference to the drawings and examples. The following examples are illustrative of the utility model and are not intended to limit the scope of the utility model.
In the description of the present application, it should be understood that the terms "center," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like indicate orientations or positional relationships based on the orientation or positional relationships shown in the drawings, merely to facilitate description of the present application and simplify the description, and do not indicate or imply that the devices or elements referred to must have a specific orientation, be configured and operated in a specific orientation, and therefore should not be construed as limiting the present application.
The terms "first," "second," and the like, are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defining "a first" or "a second" may explicitly or implicitly include one or more such feature. In the description of the present application, unless otherwise indicated, the meaning of "a plurality" is two or more.
In the description of the present application, it should be noted that, unless explicitly specified and limited otherwise, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be either fixedly connected, detachably connected, or integrally connected, for example; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the terms in this application will be understood by those of ordinary skill in the art in a specific context.
As shown in fig. 1-3, in accordance with some embodiments of the present application, an anchoring structure for a structure-outside veneer masonry wall includes: a wall body 100 to be anchored and a veneer wall body 200 arranged outside the wall body 100 to be anchored; a plurality of anchoring mechanisms 300 are arranged between the wall body 100 to be anchored and the veneer wall body 200, each anchoring mechanism 300 comprises a connecting part 310 connected to the wall body 100 to be anchored, extension parts 320 arranged at two ends of the connecting part 310, and anchoring parts 330 respectively connected to the inner sides of the two extension parts 320, the two extension parts 320 extend towards the direction of the veneer wall body 200, one ends of the two anchoring parts 330 far away from the extension parts 320 are obliquely upwards provided with bending sections 340, and a gap is arranged between the two anchoring parts 330.
According to some embodiments of the present application, the single-board wall 200 is a vertically arranged multi-layer board, and transverse steel bars 400 are arranged on the top of the same-layer board in a full length manner, and the transverse steel bars 400 extend into the gap between the two anchoring portions 330.
According to some embodiments of the present application, a plurality of mounting plates 500 are disposed on the outer side of the wall body 100 to be anchored, mounting holes 510 are disposed on the upper and lower ends of the plurality of mounting plates 500, protrusions 520 are disposed between the mounting holes 510, connecting grooves 530 are formed in the protrusions 520, and the connecting portions 310 extend into the connecting grooves 530, wherein the connecting grooves 530 are used for limiting the displacement of the anchoring mechanism 300 to the outer side of the wall body 100 to be anchored.
According to some embodiments of the present application, the bending height of the bending section 340 is not greater than 10mm.
According to some embodiments of the present application, the material of the connection portion 310, the extension portion 320, the anchoring portion 330 and the bending section 340 is a steel bar, and the size of the steel bar is phi 6mm.
According to some embodiments of the present application, expansion bolts are disposed within the mounting holes 510 for limiting the relative displacement between the mounting plate 500 and the wall 100 to be anchored.
According to some embodiments of the present application, the attachment slot 530 is configured as a vertical slot body and the anchoring mechanism 300 is vertically displaced along the attachment slot 530.
In summary, the utility model relates to the technical field of outer wall construction, and discloses an anchoring structure of a single-plate masonry wall at the outer side of a structure, which comprises the following components: the wall body to be anchored and the veneer wall body arranged on the outer side of the wall body to be anchored; the utility model can anchor a single-board masonry wall outside a structure to the structure and ensure stability.
The foregoing is merely a preferred embodiment of the present utility model, and it should be noted that modifications and substitutions can be made by those skilled in the art without departing from the technical principles of the present utility model, and these modifications and substitutions should also be considered as being within the scope of the present utility model.

Claims (7)

1. An anchoring structure for a structurally outboard veneer masonry wall, comprising: a wall body (100) to be anchored and a veneer wall body (200) arranged outside the wall body (100) to be anchored; the wall body (100) and the veneer wall body (200) to be anchored are characterized in that a plurality of anchoring mechanisms (300) are arranged between the wall body (100) to be anchored and the veneer wall body (200), each anchoring mechanism (300) comprises a connecting part (310) connected to the wall body (100) to be anchored, extension parts (320) arranged at two ends of the connecting part (310), and anchoring parts (330) respectively connected to the inner sides of the two extension parts (320), the two extension parts (320) extend towards the direction of the veneer wall body (200), one ends, far away from the extension parts (320), of the two anchoring parts (330) are obliquely upwards provided with bending sections (340), and a gap is formed between the two anchoring parts (330).
2. The anchoring structure of a single-plate masonry wall outside a structure according to claim 1, wherein the single-plate wall body (200) is a vertically arranged multi-layer plate, transverse steel bars (400) are arranged on the top of the same-layer plate in a through length mode, and the transverse steel bars (400) extend into a gap between two anchoring portions (330).
3. The anchoring structure of the single-plate masonry wall outside the structure according to claim 1, wherein a plurality of mounting plates (500) are arranged on the outer side surface of the wall body (100) to be anchored, mounting holes (510) are formed in the upper end and the lower end of each mounting plate (500), protrusions (520) are arranged between the mounting holes (510), connecting grooves (530) are formed in the protrusions (520), the connecting portions (310) extend into the connecting grooves (530), and the connecting grooves (530) are used for limiting the outward displacement of the anchoring mechanism (300) to the wall body (100) to be anchored.
4. An anchoring structure for a construction outer veneer masonry wall according to claim 1, characterized in that the bending height of the bending section (340) is not more than 10mm.
5. The anchoring structure of a single-plate masonry wall outside a structure according to claim 1, wherein the connecting portion (310), the extending portion (320), the anchoring portion (330) and the bending section (340) are made of steel bars, and the size of the steel bars is phi 6mm.
6. A structure outer side single-plate masonry wall anchoring structure according to claim 3, characterized in that expansion bolts are provided in the mounting holes (510) for limiting the relative displacement between the mounting plate (500) and the wall (100) to be anchored.
7. A structure outer side single-plate masonry wall anchoring structure according to claim 3, wherein the connecting grooves (530) are provided as vertical grooves, and the anchoring means (300) is vertically displaced along the connecting grooves (530).
CN202322192055.4U 2023-08-15 2023-08-15 Anchoring structure of single-plate masonry wall at outer side of structure Active CN220598746U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202322192055.4U CN220598746U (en) 2023-08-15 2023-08-15 Anchoring structure of single-plate masonry wall at outer side of structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202322192055.4U CN220598746U (en) 2023-08-15 2023-08-15 Anchoring structure of single-plate masonry wall at outer side of structure

Publications (1)

Publication Number Publication Date
CN220598746U true CN220598746U (en) 2024-03-15

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ID=90166133

Family Applications (1)

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CN202322192055.4U Active CN220598746U (en) 2023-08-15 2023-08-15 Anchoring structure of single-plate masonry wall at outer side of structure

Country Status (1)

Country Link
CN (1) CN220598746U (en)

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