CN212105100U - Device suitable for concrete wall or post root is consolidated - Google Patents
Device suitable for concrete wall or post root is consolidated Download PDFInfo
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- CN212105100U CN212105100U CN202020346141.XU CN202020346141U CN212105100U CN 212105100 U CN212105100 U CN 212105100U CN 202020346141 U CN202020346141 U CN 202020346141U CN 212105100 U CN212105100 U CN 212105100U
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Abstract
The utility model discloses a device suitable for reinforcing concrete wall or column root, belonging to the technical field of industrial and civil building construction, comprising a plurality of components, wherein both ends of each component are respectively designed into a clamping head or a clamping seat, and the clamping heads of different components are matched with the clamping seats, each component is enclosed into a ring-shaped frame, and two adjacent components are spliced and connected through the clamping heads and the clamping seats; each the member all establishes to the right angle and bends the form and the medial surface of frame is straight face, and it has simple manufacture, with low costs, quick installation, used repeatedly's advantage, has solved concrete wall, post root and has leaked thick liquid, has also solved displacement, the mould deformation problem that rises, and makes the concrete wall after the shaping, post have better impression quality.
Description
Technical Field
The utility model belongs to the technical field of industry and civil construction, mainly consolidate concrete wall, post root, prevent that displacement, hourglass thick liquid and the mould that rises from appearing in concrete wall, post root, particularly, relate to a device suitable for concrete wall or post root are consolidated.
Background
In the construction of industrial and civil building engineering, the reinforcement of the formwork at the root of the concrete wall and column formwork is a construction difficulty in the construction process. The template reinforcement of the root of the concrete wall and the column does not meet the requirement, and the root is easy to have common quality problems of displacement, root rot, mold expansion, deformation and the like. In the conventional construction project, mortar is generally used for protecting the feet, but the method can solve the quality problem of mortar leakage at the root of a wall and a column, but also causes the increase of construction cost and the defect of appearance quality.
SUMMERY OF THE UTILITY MODEL
In view of this, in order to solve the above-mentioned problem that prior art exists, the utility model aims at providing a device suitable for concrete wall or post root are consolidated it has simple manufacture, with low costs, quick installation, used repeatedly's advantage, has solved concrete wall, post root and has leaked thick liquid, has also solved displacement, the mould that rises deformation problem, and makes the concrete wall after the shaping, post have better impression quality.
The utility model discloses the technical scheme who adopts does: a device suitable for reinforcing the root of a concrete wall or column comprises a plurality of components, wherein two ends of each component are respectively provided with a clamping head or a clamping seat, the clamping heads of different components are matched with the clamping seats, each component is enclosed into a ring-shaped frame, and two adjacent components are spliced and connected through the clamping heads and the clamping seats; each component is arranged into a right-angle bending shape, and the inner side surface of the frame is a flat surface.
Furthermore, the inner edge lines of the frame form a rectangle or a right angle so as to adapt to the root reinforcing construction of the concrete wall or column.
Furthermore, each component is an Ia component and an Ib component respectively, the Ia component and the Ib component both comprise a web plate and a panel, a plurality of slots are symmetrically arranged on the side surface of the web plate of the Ia component, and inserting pieces are arranged at two ends of the web plate of the Ib component; the frame is formed by splicing and connecting the I a component and the I b component through the inserting pieces and the inserting grooves, so that the splicing and the connection between the I a component and the I b component are realized, and the size of the frame can be adjusted in the length direction of the I a component.
Further, the slots at the same end of the Ia member are arranged at equal intervals to adjust the size evenly according to the intervals.
Furthermore, be equipped with a plurality of regulation breachs on the panel of Ib component, each adjust the breach all with the panel phase-match of Ia component to realize adjusting the frame size between Ia component and Ib component in the length direction of Ib component.
Furthermore, the inserting pieces and the Ib members are integrally formed, and the inserting grooves are formed by cutting, so that the purposes of simplifying processing steps and reducing manufacturing cost are achieved.
Furthermore, each component is a IIa component, a IIb component and a IIc component, the IIa component is linear, two ends of the IIb component are provided with convex openings, the IIb component is right-angled, two ends of the IIb component are provided with notches, and the IIc component is right-angled U-shaped, and two ends of the IIc component are provided with notches; the IIa component, the IIb component and the IIc component are connected through the notches and the convex openings in an assembling mode to form the frame, so that the II a component, the IIb component and the IIc component are connected in an assembling mode to meet the requirement that the root of the shear wall formwork of any size is reinforced.
Furthermore, the convex opening is integrally formed, and the notch is formed by cutting, so that the purposes of simplifying processing steps and reducing manufacturing cost are achieved.
The utility model has the advantages that:
1. adopt the utility model provides a be applicable to reinforced (rfd) device of concrete wall or post root, it is assembled through the joint between a plurality of components and is constituted the reinforcement frame to consolidate concrete wall or post root, its preparation principle is simple, and convenient operation has simplified working procedure, has reduced intensity of labour, and simultaneously, raw and other materials are convenient for acquire, and processing is simple and the shaping is effectual.
2. Adopt the utility model provides a be applicable to reinforced (rfd) device of concrete wall or column root, consolidate concrete wall or column root, possess the advantage that the location is accurate, the installation is stable, firm reliable and difficult production displacement, can effectively improve concrete wall, post template mounting accuracy, strengthen the firm type of concrete wall column template root and prevent that the concrete wall column root from leaking the thick liquid aspect effect and showing, effectively improved the concrete shaping quality of shear force wall, frame post.
Drawings
Fig. 1 is a schematic view of the overall structure of a device suitable for reinforcing the root of a concrete wall or column, which is provided by the invention, in a shape of i;
FIG. 2 is a schematic structural view of a type I Ia component of the device for reinforcing the root of a concrete wall or column provided by the invention;
FIG. 3 is a schematic structural view of an Ib or ic component of type I suitable for reinforcing the root of a concrete wall or column according to the present invention;
FIG. 4 is a schematic view of the overall structure of a type II device for reinforcing the root of a concrete wall or column according to the present invention;
FIG. 5 is a schematic structural view of type II IIa components of the apparatus for reinforcing the root of a concrete wall or column provided by the present invention;
FIG. 6 is a schematic structural view of a type II IIb or IIc member of the apparatus for reinforcing the root of a concrete wall or column provided by the present invention;
fig. 7 is a schematic view of the overall structure of the device suitable for reinforcing the root of a concrete wall or column, which is type iii;
FIG. 8 is a schematic structural view of a type III IIIa component of the apparatus of the present invention for reinforcing the root of a concrete wall or column;
FIG. 9 is a schematic structural view of type III IIIb components of the apparatus of the present invention for reinforcing the root of a concrete wall or column;
FIG. 10 is a schematic structural view of a III-type IIIc component suitable for use in reinforcing the root of a concrete wall or column according to the present invention;
FIG. 11 is a schematic structural view of a III-type III member suitable for reinforcing the root of a concrete wall or column according to the present invention;
fig. 12 is an overall schematic view of a device suitable for reinforcing the root of a concrete wall or column according to the present invention in the case of type i;
FIG. 13 is a schematic illustration of the disassembled structure of FIG. 12;
fig. 14 is an overall schematic view of a device suitable for reinforcing the root of a concrete wall or column according to the present invention in a type ii situation;
FIG. 15 is a schematic illustration of the disassembled structure of FIG. 14;
fig. 16 is an overall schematic view of a device suitable for reinforcing the root of a concrete wall or column according to the present invention in the case of type iii;
FIG. 17 is a schematic illustration of the disassembled structure of FIG. 16;
the drawings are labeled as follows:
1-Ia component, 2-Ib component, 3-web plate, 4-panel, 5-slot, 6-adjusting notch, 7-inserting piece, 8-IIa component, 9-IIb component, 10-IIIa component, 11-IIIb component, 12-IIIc component, 13-IIId component, 14-convex opening, 15-concave opening, 16-IIId component supporting arm, 17-IIId component bottom edge, 18-concrete column, 19-template, 20-batten-ridge, 21-I frame, 22-II frame, 23-III frame and 24-concrete wall.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, 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, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention. The components of embodiments of the present invention, as generally described and illustrated in the figures herein, may be arranged and designed in a wide variety of different configurations.
Thus, the following detailed description of the embodiments of the present invention, presented in the accompanying drawings, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts belong to the protection scope of the present invention.
It should be noted that, in the present invention, the embodiments and features of the embodiments may be combined with each other without conflict.
It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, it need not be further defined and explained in subsequent figures.
In the description of the embodiments of the present invention, it should be noted that the indication of the position or the positional relationship is based on the position or the positional relationship shown in the drawings, or the position or the positional relationship that the utility model is usually placed when using, or the position or the positional relationship that the skilled person conventionally understands, or the position or the positional relationship that the utility model is usually placed when using, and is only for the convenience of describing the present invention and simplifying the description, but does not indicate or suggest that the indicated device or element must have a specific position, be constructed and operated in a specific position, and thus, cannot be understood as limiting the present invention. Furthermore, the terms "first" and "second" are used merely to distinguish one description from another, and are not to be construed as indicating or implying relative importance.
In the description of the embodiments of the present invention, it should be further noted that unless otherwise explicitly stated or limited, the terms "disposed" and "connected" should be interpreted broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; may be directly connected or indirectly connected through an intermediate. The specific meaning of the above terms in the present invention can be understood in specific cases for a person of ordinary skill in the art; the drawings in the embodiments are provided to clearly and completely describe the technical solutions in the embodiments of the present invention, and it is obvious that the described embodiments are some, not all embodiments of the present invention. The components of embodiments of the present invention, as generally described and illustrated in the figures herein, may be arranged and designed in a wide variety of different configurations.
Example 1
As shown in fig. 1, the present embodiment specifically provides a device suitable for reinforcing a root of a concrete wall or column, the device is an i-shaped reinforcing device, and mainly aims at a frame column formwork with a reinforcing section size of 500-200 mm, the device includes ia members 1, ib members 2 or ic members, the ia members 1, ib members 2 and ic members are all set as L-shaped steel bent at right angles, two side surfaces of the ia members 1, ib members 2 and ic members are respectively a web 3 and a panel 4, a frame in a ring shape is formed by surrounding of the members, two adjacent members are connected by splicing, an inner edge of the frame forms a rectangle, an inner side surface of the frame forms a flat surface, and the panel 19 is root-reinforced by an inner hole of the frame.
The specific design mode is as follows: as shown in fig. 2, a plurality of slots 5 are symmetrically arranged on the side surface of the web of the ia member 1, in this embodiment, two end portions of the web of the ia member 1 are respectively provided with 4 slots 5 of 5mm, and the distance between the slots is 50mm, so that the slots 5 at the same end portion of the ia member 1 are arranged at equal intervals, and meanwhile, the ia member 1 adopts L-shaped steel, and the specification thereof is as follows: the web width is 50mm, the panel width is 50mm, the length is 630mm and the thickness is 3 mm. Preferably, each of the slots 5 is formed by cutting, and a holder provided on the ia member 1 is formed by each of the slots 5.
As shown in fig. 3, the web both ends of lb component 2 all are equipped with inserted sheet 7, this inserted sheet 7 with slot 5 phase-match just can with slot 5 between assemble be connected, lb component 2 also adopts L shaped steel, its specification is: the web width is 50mm, the panel width is 50mm, the length is 630mm and the thickness is 3 mm. Preferably, the inserting piece 7 is formed by integrally forming with the Ib member 2, and the inserting piece 7 is used as a clamping head arranged on the Ib member 2.
Referring to fig. 3, the ic member is the same shape as ib member 2, only in length to meet the frame post reinforcement for different cross-sectional dimensions, where the specification is: the web width is 50mm, the panel width is 50mm, the length is 580mm and the thickness is 3 mm.
When a formwork 19 of a concrete column 18 needs to be reinforced, two Ia components 1 and two Ib components 2 can be used for reinforcing frame columns with the length of the side of the cross section being 500mm \400mm \300mm \200mm, or two Ia components 1 and two ic components can be used for reinforcing frame columns with the length of the side of the cross section being 450mm \350mm \250mm, the two Ia components 1 are symmetrically arranged, the two Ib components 2 or two Ib components are symmetrically arranged, inserting pieces 7 at the ends of the Ib components 2 or Ib components are respectively inserted into inserting grooves 5 at the ends of the Ia components 1, the positions of the inserting grooves 5 are specifically selected according to the actual size of the formwork 19, the inserting pieces 7 are spliced and connected with the inserting grooves 5 to form the framework, and the root of the formwork 19 is reinforced through the framework.
In order to further improve the flexibility of size adjustment of the frame and improve the construction efficiency, as shown in fig. 3, a plurality of adjustment notches 6 are arranged on the side surfaces of the panels of the ib member 2 and the ic member, each adjustment notch 6 is matched with the panel of the ia member 1 to ensure that each adjustment notch 6 can be clamped on the ia member 1, in the embodiment, the size of each adjustment notch 6 is 50x50mm, two adjustment notches 6 are arranged at one end of the ib member 2 and the ic member, one adjustment notch 6 is arranged at the other end of the ib member 2 and the ic member, and when the size of the frame is adjusted, the distance between the two ib members 2 or the distance between the two ic members can be adjusted through the slot 5 on the ia member 1; through the adjusting gaps 6 on the Ib or ic components, the distance between the two Ia components 1 can be adjusted, and in short, the size of the enclosed rectangular frame can be adjusted in the length and width directions.
Example 2
As shown in fig. 4, the present embodiment specifically provides a device suitable for reinforcing the root of a concrete wall or column, the device is a type ii reinforcing device, and mainly aims at a frame column formwork 19 with a reinforcing section size of 500-1000 mm, and the device includes a iia member 8, a iib member 9 or a iic member, the iia member 8, the iib member 9 and the iic member are all formed into L-shaped steel bent at a right angle, two side surfaces of the iia member 8, the iib member 9 and the iic member are respectively a web 3 and a panel 4, a frame formed in a ring shape by surrounding of each member and adjacent two members are connected by splicing, an inner edge of the frame forms a rectangle, an inner side surface of the frame is a flat surface, and the root of the panel 19 is reinforced by an inner hole of the frame.
The specific design mode is as follows: as shown in fig. 5, a plurality of slots 5 are symmetrically arranged on the side surface where the web of the iia member 8 is located, in this embodiment, the two end portions of the web of the iia member 8 are respectively provided with 6 slots 5 of 5mm, and the distance between the slots is 50mm, so that the slots 5 located at the same end portion of the iia member 8 are arranged at equal intervals, and meanwhile, the iia member 8 is made of L-shaped steel, and the specification thereof is as follows: the web width is 50mm, the panel width is 50mm, the length is 1130mm and the thickness is 3 mm. Preferably, each of the slots 5 is formed by cutting, and a holder provided on the iia member 8 is formed by each of the slots 5.
As shown in fig. 6, all be equipped with inserted sheet 7 at iib member 9's web 3 both ends, this inserted sheet 7 with slot 5 phase-match just can with slot 5 between assemble and be connected, iib member 9 also adopts L shaped steel, and its specification is: the web width is 50mm, the panel width is 50mm, the length is 1130mm and the thickness is 3 mm. Preferably, the insert 7 is formed integrally with the iib member 9, and the insert 7 is used as a chuck provided on the iib member 9.
Referring to fig. 6, the iic member is the same shape as iib member 9, only in length to meet the frame post reinforcement for different cross-sectional dimensions, where the iic member specifications are: the web width is 50mm, the panel width is 50mm, the length is 1080mm and the thickness is 3 mm.
When a template 19 of a concrete column 18 needs to be reinforced, two IIa members 8 and two IIb members 9 can be used for reinforcing frame columns with the length of the reinforced section side being 1000mm \900mm \800mm \700mm, or two IIa members 8 and two IIc members can be used for reinforcing frame columns with the length of the reinforced section side being 950mm \850mm \750mm, the two IIa members 8 are symmetrically arranged, the two IIb members 9 or the two IIc members are symmetrically arranged, inserting pieces 7 at the ends of the IIb members 9 or the IIc members are respectively inserted into inserting grooves 5 at the ends of the IIa members 8, specific inserting positions of the inserting grooves 5 are selected according to the actual size of the template 19, the inserting pieces 7 are spliced and connected with the inserting grooves 5 to form the frame, and the root of the template 19 is reinforced through the frame.
In order to further improve the flexibility of size adjustment of the frame and improve the construction efficiency, as shown in fig. 6, a plurality of adjustment notches 6 are provided on the side surfaces of the panels of the iib member 9 and the iic member, each adjustment notch 6 is matched with the panel of the iia member 8 to ensure that each adjustment notch 6 can be clamped on the iia member 8, in this embodiment, the size of the adjustment notch 6 is 50 × 50mm, two adjustment notches 6 are provided at both ends of the iib member 9 and the iic member, and when the size of the frame is adjusted, the distance between two iib members 9 or the distance between two iic members can be adjusted through the slot 5 on the iia member 8; the distance between the two iia components 8 can be adjusted, in short, the dimensions of the enclosed rectangular frame in the length and width directions can be adjusted, by means of the adjustment notches 6 on the iib or iic components 9, 8.
Example 3
As shown in fig. 7, in the present embodiment, a device suitable for reinforcing the root of a concrete wall or column is specifically provided, the device is a type iii reinforcing device, and is mainly directed to reinforcing a shear wall formwork 19 of any size, and the device includes a iiia member 10, a iiib member 11, and a iiic member 12, the iiia member 10, the iiib member 11, and the iiic member 12 are all L-shaped steel bent at right angle, two side surfaces of the iiia member 10, the iiib member 11, and the iiic member 12 are respectively a web 3 and a panel 4, a frame in a ring shape is enclosed by each member, and two adjacent members are connected by splicing, an inner edge line of the frame is enclosed in a right angle shape, an inner side surface of the frame is a flat surface, and the root of the formwork 19 is reinforced by an inner hole of the frame.
The specific design mode is as follows: the components are IIIa component 10, IIIb component 11, IIIc component 12 and IIId component 13, as shown in FIG. 8, IIIa component 10 is linear and has flanges 14 at both ends, flanges 14 are formed by the face plate and web plate of IIIa component 10, and the specific dimensions are as follows: the length is determined in real time according to the field situation, the width of the web is 50mm, the width of the panel is 50mm, and the size of the convex opening 14 is 25x50 mm. Preferably, the boss 14 is formed by integral machining.
As shown in fig. 9, the iiib component 11 is right-angled and has two ends provided with notches 15, the notches 15 are matched with the protrusions 14, and the protrusions 14 can be connected to the notches 15 in a clamping manner, so as to realize the assembly connection between the components, the notches 15 are formed by the panel and the web of the iiib component 11, and the specific specification and size are as follows: each of the ribs of the illb member 11 has a length of 300mm, a thickness of 3mm, a web width of 50mm, a panel width of 50mm, and a notch 15 of 25x50 mm. Preferably, the notch 15 is formed by cutting.
As shown in fig. 10, the iiic component 12 is right-angled and has two ends provided with notches 15, the notches 15 are matched with the protrusions 14, and the protrusions 14 can be connected to the notches 15 in a snap-fit manner, so as to realize the assembly connection between the components, the notches 15 are formed by the panel and the web of the iiic component 12, and the specific specification and size are as follows: the length of each of the two right-angle sides of the IIIc component 12 is 300mm plus the thickness of the shear wall formwork frame and the thickness of each shear wall formwork frame are 3mm, the width of a web plate of the IIIc component 12 is 50mm, the width of a panel of the IIIc component 12 is 50mm, and the size of the notch 15 is 25x50 mm. Preferably, the notch 15 is formed by cutting.
As shown in fig. 11, the member iii 13 is in a right-angled U shape, and both ends of the member iii are provided with notches 15, the notches 15 are matched with the protrusions 14, and the protrusions 14 can be connected to the notches 15 in a clamping manner, so that the members can be connected in an assembling manner; the recess 15 is formed by the face and web of the IIID component 13 together and has the following specific dimensions: the two arms of the right angle U are 300mm in length (ie the hid component arm 16) and 3mm thick, the length of the base of the right angle U (ie the hid component base 17) is 3mm thick, depending on the thickness of the shear wall form 19, the web width of the hid component 13 is 50mm, the panel width is 50mm and the size of the recess 15 is 25x50 mm. Preferably, the notch 15 is formed by cutting.
The IIIa member 10, the IIIb member 11, the IIIc member 12 and the IIId member 13 are connected through the notch 15 and the convex opening 14 in an assembling mode to form the frame, and the root of the shear wall formwork 19 is reinforced through the frame to prevent the root of the concrete wall from leaking slurry.
In addition to the above embodiments 1, 2 and 3, the present embodiment also discloses a construction method of the apparatus for reinforcing the root of a concrete wall or column in a specific application, and the construction is performed by using the apparatus for reinforcing the root of a concrete wall or column according to specific conditions.
The first condition is as follows:
as shown in fig. 12 and 13, if the root of the frame column with the cross-sectional dimension of 500 to 200mm is reinforced, the construction method adopts the i-shaped frame 21, and comprises the following steps:
(1) installing a template 19 on the concrete column 18 to be poured, wherein the internal space enclosed after the template 19 is installed is a concrete pouring space;
(2) selecting two Ia components 1 and two Ib components 2 or two Ia components 1 and two ic components according to the specific size of the template 19, mutually splicing and connecting the components along the side edge of the root part of the template 19 to form a frame, and reinforcing the root part of the template 19 through the frame;
(3) installing the batten back edges 20 around the formwork 19, wherein the end of each batten back edge 20 abuts against the panel 4 of the Ia component 1 and Ib component 2 or the panel 4 of the Ia component 1 and ic component;
(4) the concrete is poured into the form 19 to form the form, and since the root of the form 19 is reinforced by the frame, the concrete is prevented from leaking at the root.
Case two:
as shown in fig. 14 and 15, if the root of the frame column with the cross-sectional dimension of 500 to 1000mm is reinforced, the construction method adopts the ii-type frame 22, and comprises the following steps:
(1) installing a template 19 on the concrete column 18 to be poured, wherein the internal space enclosed after the template 19 is installed is a concrete pouring space;
(2) selecting two IIa components 8 and two IIb components 9, or two IIa components 8 and two IIc components, mutually splicing and connecting the components along the side edge of the root of the template 19 to form a frame, and reinforcing the root of the template 19 through the frame;
(3) wood square back edges 20 are installed around the template 19, and the end of each wood square back edge 20 is abutted against the panels 4 of the IIa component 8 and the IIb component 9 or against the panels 4 of the IIa component 8 and the IIc component;
(4) the concrete is poured into the form 19 to form the form, and since the root of the form 19 is reinforced by the frame, the concrete is prevented from leaking at the root.
Case three:
as shown in fig. 16 and 17, when the iii-type frame 23 is used for reinforcing the root of the shear wall frame formwork 19 of any size, the construction method includes:
(1) installing a template 19 on the concrete wall 24 to be poured, wherein the internal space enclosed after the template 19 is installed is a concrete pouring space;
(2) selecting four IIIa components 10, one IIIb component 11, one IIIc component 12 and two IIId components 13, mutually assembling and connecting the components along the side edge of the root part of the template 19 to enclose a frame, and reinforcing the root part of the template 19 through the frame;
(3) wood-square back edges 20 are installed around the formwork 19, and the end of each wood-square back edge 20 abuts against the panels 4 of the IIIa, IIIb, IIIc, 12 and IIId components 10, 11, 13;
(4) the concrete is poured into the form 19 to form the form, and since the root of the form 19 is reinforced by the frame, the concrete is prevented from leaking at the root.
The present invention is not limited to the above-mentioned optional embodiments, and any other products in various forms can be obtained by anyone under the teaching of the present invention, and any changes in the shape or structure thereof, all the technical solutions falling within the scope of the present invention, are within the protection scope of the present invention.
Claims (8)
1. A device suitable for reinforcing the root of a concrete wall or column is characterized by comprising a plurality of components, wherein two ends of each component are respectively provided with a clamping head or a clamping seat, the clamping heads of different components are matched with the clamping seats, each component is enclosed into a ring-shaped frame, and two adjacent components are spliced and connected through the clamping heads and the clamping seats; each component is arranged into a right-angle bending shape, and the inner side surface of the frame is a flat surface.
2. A device adapted for root strengthening of a concrete wall or column according to claim 1, wherein the inner edge lines of the frame enclose a rectangular or right-angled shape.
3. The device suitable for reinforcing the root of a concrete wall or column according to claim 1, wherein each member is an Ia member and an Ib member respectively, each Ia member and Ib member comprises a web plate and a panel, a plurality of slots are symmetrically arranged on the side surface of the web plate of the Ia member, and both ends of the web plate of the Ib member are provided with inserting pieces; the frame is formed by splicing and connecting the I a component and the I b component through the inserting pieces and the inserting grooves.
4. A device for root strengthening of concrete walls or columns according to claim 3, wherein the slots at the same end of the la member are equally spaced.
5. A device adapted for root strengthening of a concrete wall or column according to claim 3, wherein the panel of said ib member is provided with a plurality of adjustment notches, each adjustment notch matching the panel of said ia member.
6. A device as claimed in claim 3, wherein the insert is formed integrally with the ib member and the slots are formed by cutting.
7. A device for reinforcing the root of a concrete wall or column according to claim 1, wherein each of said members is a ila member, a lib member and a lie member, said ila member being linear and having projections at both ends thereof, said lib member being rectangular and having recesses at both ends thereof, said lie member being U-shaped and having recesses at both ends thereof; the IIa component, the IIb component and the IIc component are connected in an assembling mode through the notches and the convex openings to form the frame.
8. A device adapted for root strengthening of concrete walls or columns according to claim 7, wherein said bosses are formed by integral machining and said recesses are formed by cutting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020346141.XU CN212105100U (en) | 2020-03-18 | 2020-03-18 | Device suitable for concrete wall or post root is consolidated |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020346141.XU CN212105100U (en) | 2020-03-18 | 2020-03-18 | Device suitable for concrete wall or post root is consolidated |
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| CN212105100U true CN212105100U (en) | 2020-12-08 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111335627A (en) * | 2020-03-18 | 2020-06-26 | 中国五冶集团有限公司 | Device suitable for reinforcing root of concrete wall or column and construction method |
| CN111335627B (en) * | 2020-03-18 | 2024-07-05 | 中国五冶集团有限公司 | Device suitable for reinforcing root of concrete wall or column and construction method |
-
2020
- 2020-03-18 CN CN202020346141.XU patent/CN212105100U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111335627A (en) * | 2020-03-18 | 2020-06-26 | 中国五冶集团有限公司 | Device suitable for reinforcing root of concrete wall or column and construction method |
| CN111335627B (en) * | 2020-03-18 | 2024-07-05 | 中国五冶集团有限公司 | Device suitable for reinforcing root of concrete wall or column and construction method |
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