CN216516485U

CN216516485U - Assembled constructional column for building reinforcement

Info

Publication number: CN216516485U
Application number: CN202122922717.XU
Authority: CN
Inventors: 李奕宽; 郭丙龙; 伊庆房
Original assignee: Shandong Tongchuang Design Consulting Group Co ltd
Current assignee: Shandong Tongchuang Design Consulting Group Co ltd
Priority date: 2021-11-25
Filing date: 2021-11-25
Publication date: 2022-05-13
Anticipated expiration: 2031-11-25

Abstract

The application relates to an assembled constructional column for building reinforcement, it is including setting up the typical mechanism around the main muscle, the typical mechanism includes along vertical direction cross arrangement's first design subassembly and second design subassembly, first design subassembly and second design subassembly pass through positioning mechanism fixed connection with the stirrup. This application has the typical forms of being convenient for stabilize to be convenient for pour the concrete, and then improve the effect of efficiency of construction.

Description

Assembled constructional column for building reinforcement

Technical Field

The present application relates to the field of building construction, and more particularly, to an assembled structural column for building reinforcement.

Background

The constructional column is a reinforced concrete column arranged in the wall body of the multi-layer brick-concrete structure building, and the reinforced concrete column is connected with each layer of ring beam, so that a space frame capable of resisting bending and shearing is formed, and the integrity and the stability of the building are effectively enhanced by the constructional column.

Among the correlation technique, the chinese utility model patent that the grant bulletin number is CN208899746U discloses a prefabricated assembled constructional column construction structure of level design, it includes vertical typical forms that sets up in the wall body, the typical forms material is the stainless steel, the typical forms is horse tooth raft type, the typical forms intussuseption welding has the constructional column reinforcing bar, the constructional column reinforcing bar includes the main muscle of a plurality of vertical settings, the typical forms is stretched out at main muscle both ends, the horizontal welding has a plurality of stirrups on the main muscle, the stirrup has the lacing bar towards the equal horizontal welding in typical forms both sides.

During construction, firstly, a shaped template with serrated racking is manufactured on the flat ground, then the banded constructional column steel bars are placed into the shaped template, the shaped template and the constructional column steel bars are erected, holes are drilled in an upper-layer beam, the upper ends of main bars are inserted into the holes, bar-planting glue is filled, the lower ends of the main bars are welded with a lower-layer beam, then walls on two sides of the constructional column are built, and finally concrete is poured into the shaped template.

In view of the above-mentioned related technologies, the inventor thinks that the form work needs to be erected for construction after being made on a flat ground, but the form work is long in length, is not easy to be stable during erection, and is inconvenient for concrete pouring, thereby causing a reduction in construction efficiency.

SUMMERY OF THE UTILITY MODEL

For the convenience of stablizing the typical forms to be convenient for pour concrete, and then improve the efficiency of construction, this application provides an assembled constructional column for building reinforcement usefulness.

The application provides an assembled constructional column for building reinforcement uses adopts following technical scheme:

the utility model provides an assembled constructional column for building reinforcement usefulness, is including setting up the typical forms mechanism around the main muscle, the typical forms mechanism includes along vertical direction cross arrangement's first typical forms subassembly and second typical forms subassembly, first typical forms subassembly and second typical forms subassembly pass through positioning mechanism fixed connection with the stirrup.

Through adopting above-mentioned technical scheme, pass through positioning mechanism with first design subassembly and install around the owner muscle, to concreting in the first design subassembly, place first design subassembly top with the second design subassembly, and pass through positioning mechanism with the second design subassembly and install around the owner muscle, to concreting in the second design subassembly, first design subassembly and second design subassembly of cross arrangement in proper order and concreting, thereby the stability of design mechanism has been improved, be convenient for concreting, and then construction efficiency has been improved.

Optionally, the first shaping assembly comprises two first shaping plates, the two first shaping plates are symmetrically arranged, a first pouring cavity is formed between the two first shaping plates, and the main rib is located in the first pouring cavity.

Through adopting above-mentioned technical scheme, after two first stereotypes installation are accomplished, can be to first pouring concrete in the cavity, improved the convenience of concreting.

Optionally, the first fixed plate comprises three side plates which are vertically arranged, wherein the two side plates which are arranged in parallel are marked as a first side plate, the length direction of the first side plate is parallel to the length direction of the tie bar, the other side plate is marked as a second side plate, the second side plate is perpendicular to the first side plate, and the first side plates of the two first fixed plates are abutted.

Through adopting above-mentioned technical scheme, the first curb plate looks butt of two first fixed templates, the cavity between first curb plate and the second curb plate forms first cavity of pouring to be convenient for pour the concrete.

Optionally, the second design subassembly includes two second design boards, and second design board length direction is less than first design board length direction on drawknot muscle length direction, two the second design board symmetry sets up, two form the second between the second design board and pour the cavity, and the main muscle is located the second and pours the cavity.

Through adopting above-mentioned technical scheme, the second is stereotyped board length direction and is less than first stereotype length direction on drawknot muscle length direction to satisfy the pile mode of horse tooth raft type wall, easy operation is convenient.

Optionally, the connecting lines of the central point of the first pouring cavity, the central point of the second pouring cavity and the central points of the upper surfaces of the four main bars are vertically arranged.

By adopting the technical scheme, the connecting lines of the central point of the first pouring cavity, the central point of the second pouring cavity and the central points of the upper surfaces of the four main ribs are vertically arranged, so that the centers of gravity of the poured concrete for many times are kept consistent, and the stability of the constructional column is improved.

Optionally, the shaping mechanism further comprises a first reinforcing assembly, the first reinforcing assembly comprises a first clamping block fixedly connected to one of the first shaping plates, a first clamping groove is formed in the other first shaping plate, and the first clamping block is clamped in the first clamping groove.

Through adopting above-mentioned technical scheme, first joint piece joint is in first joint inslot to the stability that two first fixed templates are connected has been improved.

Optionally, positioning mechanism includes the locating component with stirrup fixed connection, locating component includes the connecting rod, stirrup one end fixedly connected with locating lever is kept away from to the connecting rod, locating lever length direction is parallel with lacing wire length direction, the constant head tank has been seted up in first stereotype and the second stereotype board, locating lever sliding connection is in the constant head tank.

Through adopting above-mentioned technical scheme, slide first definite form to being close to the main muscle direction, when first definite form slides to locating lever and adjacent constant head tank inner wall butt, first definite form slides to preset position to play the positioning action to first definite form, and then improved the stability of first definite form installation.

Optionally, the positioning assemblies are arranged into a plurality of groups, and the plurality of groups of positioning assemblies are arranged at intervals along the length direction of the tie bar.

Through adopting above-mentioned technical scheme, locating component sets up to a plurality of groups to the stability that stirrup and first fixed plate are connected has been improved.

In summary, the present application includes at least one of the following beneficial technical effects:

1. the first sizing component is arranged around the main rib through the positioning mechanism, concrete is poured into the first sizing component, the second sizing component is placed above the first sizing component, the second sizing component is arranged around the main rib through the positioning mechanism, the concrete is poured into the second sizing component, and the first sizing component and the second sizing component are sequentially installed in a crossed mode and poured, so that the stability of the sizing mechanism is improved, the concrete is convenient to pour, and the construction efficiency is improved;

2. the connecting lines of the central point of the first pouring cavity, the central point of the second pouring cavity and the central points of the upper surfaces of the four main ribs are vertically arranged, so that the centers of gravity of the poured concrete for multiple times are kept consistent, and the stability of the constructional column is improved;

3. with first stereotype to sliding near main muscle direction, when first stereotype slides to locating lever and adjacent constant head tank inner wall butt, first stereotype slides to preset position to play the positioning action to first stereotype, and then improved the stability of first stereotype installation.

Drawings

FIG. 1 is a schematic diagram of the overall structure of an embodiment of the present application;

FIG. 2 is a sectional view of a portion of the structure of the embodiment of the present application, which is mainly used for showing the setting mechanism;

FIG. 3 is a schematic view of a portion of the structure of the embodiment of the present application, which is mainly used for showing the setting mechanism;

fig. 4 is a top view of a part of the structure of the embodiment of the present application, which is mainly used for showing the positioning mechanism.

Description of reference numerals: 1. a shaping mechanism; 11. a first patterning assembly; 111. a first fixed plate; 1111. a first side plate; 1112. a second side plate; 112. a first casting cavity; 12. a second sizing assembly; 121. a second sizing plate; 1211. a third side plate; 1212. a fourth side plate; 122. a second casting cavity; 13. a first reinforcement assembly; 131. a first clamping block; 132. a first clamping groove; 14. a second reinforcement member; 141. a second clamping block; 142. a second clamping groove; 2. a positioning mechanism; 21. a connecting rod; 22. positioning a rod; 23. positioning a groove; 3. a main rib; 4. hooping; 41. a first connecting rib; 42. a second connecting rib; 5. and (5) stretching the ribs.

Detailed Description

The present application is described in further detail below with reference to figures 1-4.

The embodiment of the application discloses a fabricated constructional column for reinforcing a building. Referring to fig. 1, a fabricated construction column for building reinforcement includes a vertically-disposed shaping mechanism 1, and a main bar 3 is located in the shaping mechanism 1. The stirrup 4 is provided with a positioning mechanism 2, and the other end of the positioning mechanism 2 is arranged in the shaping mechanism 1.

The method comprises the following steps of installing a shaping mechanism 1 around a main rib 3, connecting the shaping mechanism 1 with stirrups 4 through a positioning mechanism 2, pouring concrete into the shaping mechanism 1, and piling brick walls on two sides of the shaping mechanism 1 towards a tie rib 5, so that the construction of the constructional column is completed.

Referring to fig. 1 and 2, the sizing mechanism 1 includes a plurality of sets of first sizing assemblies 11 and a plurality of sets of second sizing assemblies 12, the first sizing assemblies 11 and the second sizing assemblies 12 are arranged in a crossing manner in a vertical direction, the first sizing assembly 11 is arranged at the lowest position, the main rib 3 is arranged in the first sizing assemblies 11 and the second sizing assemblies 12, the first sizing assemblies 11 are provided with first reinforcing assemblies 13, and the second sizing assemblies 12 are provided with second reinforcing assemblies 14.

Referring to fig. 2 and 3, the first fixing assembly 11 includes two first fixing plates 111, the first fixing plates 111 include three vertically arranged side plates, two parallel arranged side plates are denoted as a first side plate 1111, the length direction of the first side plate 1111 is parallel to the length direction of the tie bar 5, the other side plate is denoted as a second side plate 1112, the second side plate 1112 is perpendicular to the first side plate 1111, and the second side plate 1112 is fixedly connected to the first side plate 1111 at an end far away from the main bar 3. The two first fixing plates 111 are arranged oppositely, and the symmetrical surface is the abutted surface of the first side plate 1111 of the two first fixing plates 111. A first pouring cavity 112 is formed between the two first shaping plates 111, the main reinforcement 3 is located in the first pouring cavity 112, and a vertical line of a central point of the first pouring cavity 112 is collinear with a vertical line of a central point of the upper surface of the stirrup 4.

Referring to fig. 2 and 3, the second sizing assembly 12 includes two second sizing plates 121, and the second sizing plates 121 include three vertically disposed side plates, where the two parallel disposed side plates are denoted as a third side plate 1211, the third side plate 1211 is disposed parallel to the first side plate 1111, the other side plate is denoted as a fourth side plate 1212, the fourth side plate 1212 is disposed perpendicular to the third side plate 1211, and the fourth side plate 1212 is fixedly connected to one end of the third side plate 1211 away from the main rib 3. The two second shaping plates 121 are oppositely arranged, and the symmetrical surface is the abutting surface of the third side plate 1211 of the two second shaping plates 121. A second pouring cavity 122 is formed between the two second sizing plates 121, the main reinforcement 3 is located in the second pouring cavity 122, and a vertical line of a central point of the second pouring cavity 122 is collinear with a vertical line of a central point of the upper surface of the stirrup 4.

Referring to fig. 2, the first reinforcing member 13 includes first clamping blocks 131 fixedly connected to one side of the first fixing plate 111 facing the other first fixing plate 111, and the first clamping blocks 131 are arranged at equal intervals in the vertical direction. A plurality of first joint grooves 132 have been seted up towards first joint piece 131 one side to another first fixed plate 111, and first joint groove 132 equidistantly spaced sets up in vertical direction, and first joint piece 131 joint is in adjacent first joint groove 132.

Referring to fig. 2 and 3, the second reinforcing member 14 includes second clamping blocks 141 fixedly connected to one side of the second sizing plate 121 facing to the other second sizing plate 121, and the second clamping blocks 141 are arranged at equal intervals in the vertical direction. A plurality of second joint grooves 142 are opened towards one side of the second joint block 141 on the other second shaping plate 121, the second joint grooves 142 are arranged at equal intervals in the vertical direction, and the second joint block 141 is jointed in the adjacent second joint grooves 142.

Placing two first shaping plates 111 at preset positions through a positioning mechanism 2, clamping a first clamping block 131 in an adjacent first clamping groove 132, pouring concrete into a first pouring cavity 112, placing two second shaping plates 121 above the first shaping plates 111, clamping a second clamping block 141 in an adjacent second clamping groove 142, pouring concrete into a second pouring cavity 122, sequentially and alternately placing the first shaping plates 111 and the second shaping plates 121 along the vertical direction and pouring concrete.

Referring to fig. 3 and 4, two parallel side walls of the stirrup 4 and the first side plate 1111 are denoted as first connecting ribs 41, and the other two parallel side walls of the stirrup 4 are denoted as second connecting ribs 42. The positioning mechanism 2 comprises two groups of positioning components fixedly connected with the first connecting ribs 41, and the two groups of positioning components are arranged oppositely by taking a vertical surface where a connecting line of central points of the two first connecting ribs 41 is positioned as a symmetrical surface.

Referring to fig. 3 and 4, the positioning assembly includes a connecting rod 21 fixedly connected to the first connecting rib 41, the connecting rod 21 is horizontally disposed in a length direction, and the connecting rod 21 is perpendicular to the first connecting rib 41 in the length direction. The connecting rod 21 deviates from the horizontal fixedly connected with locating lever 22 of stirrup 4 one end, and the length direction of locating lever 22 is perpendicular with connecting rod 21 length direction. The first shaping plate 111 and the second shaping plate 121 are provided with a positioning groove 23 towards one side of the positioning rod 22, the length direction of the positioning groove 23 is parallel to the length direction of the positioning rod 22, and the positioning rod 22 is connected in the adjacent positioning groove 23 in a sliding manner.

The first fixing plate 111 slides towards the direction close to the main rib 3, and when the first fixing plate 111 slides to the inner wall of the positioning rod 22 and the adjacent positioning groove 23 to be abutted, the first fixing plate 111 slides to a preset position. Slide second stereotype board 121 to being close to main muscle 3 direction, when second stereotype board 121 slides to locating lever 22 and adjacent constant head tank 23 inner wall butt, second stereotype board 121 slides to preset position.

The implementation principle of the fabricated constructional column for reinforcing the building is as follows: the first fixing plate 111 slides towards the direction close to the main rib 3, and when the first fixing plate 111 slides to the inner wall of the positioning rod 22 and the adjacent positioning groove 23 to be abutted, the first fixing plate 111 slides to a preset position. Slide second stereotype board 121 to being close to main muscle 3 direction, when second stereotype board 121 slides to locating lever 22 and adjacent constant head tank 23 inner wall butt, second stereotype board 121 slides to preset position. The first clamping blocks 131 are clamped in the adjacent first clamping grooves 132, concrete is poured into the first pouring cavity 112, the two second shaping plates 121 are placed above the first shaping plates 111, the second clamping blocks 141 are clamped in the adjacent second clamping grooves 142, the concrete is poured into the second pouring cavity 122, the first shaping plates 111 and the second shaping plates 121 are sequentially and alternately placed in the vertical direction, and the concrete is poured, so that the construction of the constructional column is completed.

The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims

1. A fabricated construction column for building reinforcement, characterized in that: including setting up forming mechanism (1) around main muscle (3), forming mechanism (1) is including along vertical direction cross arrangement's first design subassembly (11) and second design subassembly (12), first design subassembly (11) and second design subassembly (12) pass through positioning mechanism (2) fixed connection with stirrup (4).

2. A fabricated construction post for building reinforcement according to claim 1, wherein: the first shaping assembly (11) comprises two first shaping plates (111), the two first shaping plates (111) are symmetrically arranged, a first pouring cavity (112) is formed between the two first shaping plates (111), and the main rib (3) is located in the first pouring cavity (112).

3. A fabricated construction post for building reinforcement according to claim 2, wherein: first certain template (111) includes the curb plate of three vertical settings, and wherein first curb plate (1111) is write into to two parallel arrangement's curb plate, first curb plate (1111) length direction is parallel with drawknot muscle (5) length direction, and second curb plate (1112) is write into to another curb plate, second curb plate (1112) and first curb plate (1111) perpendicular setting, first curb plate (1111) butt of two first certain templates (111).

4. A fabricated construction post for building reinforcement according to claim 2, wherein: second design subassembly (12) are including two second design boards (121), and second design board (121) length direction is less than first design board (111) length direction on drawknot muscle (5) length direction, two second design board (121) symmetry sets up, two form the second between second design board (121) and pour cavity (122), and main muscle (3) are located the second and pour cavity (122).

5. A fabricated construction post for building reinforcement according to claim 4, wherein: and connecting lines of the central point of the first pouring cavity (112), the central point of the second pouring cavity (122) and the central points of the upper surfaces of the four main reinforcements (3) are vertically arranged.

6. A fabricated construction post for building reinforcement according to claim 2, wherein: the sizing mechanism (1) further comprises a first reinforcing assembly (13), the first reinforcing assembly (13) comprises a first clamping block (131) fixedly connected to one of the first sizing plates (111), a first clamping groove (132) is formed in the other first sizing plate (111), and the first clamping block (131) is clamped in the first clamping groove (132).

7. A fabricated construction post for building reinforcement according to claim 4, wherein: positioning mechanism (2) include with stirrup (4) fixed connection's locating component, locating component includes connecting rod (21), stirrup (4) one end fixedly connected with locating lever (22) are kept away from in connecting rod (21), locating lever (22) length direction is parallel with drawknot muscle (5) length direction, set up constant head tank (23) in first stereotype (111) and second stereotype board (121), locating lever (22) sliding connection is in constant head tank (23).

8. A fabricated construction post for building reinforcement according to claim 7, wherein: the positioning assemblies are arranged into a plurality of groups, and the positioning assemblies of the plurality of groups are arranged at intervals along the length direction of the tie bar (5).