CN216196646U - Shear force wall internal and external corner main joist braced system - Google Patents
Shear force wall internal and external corner main joist braced system Download PDFInfo
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- CN216196646U CN216196646U CN202122617604.9U CN202122617604U CN216196646U CN 216196646 U CN216196646 U CN 216196646U CN 202122617604 U CN202122617604 U CN 202122617604U CN 216196646 U CN216196646 U CN 216196646U
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Abstract
The application relates to a shear wall internal and external corner main keel supporting system, which comprises an external corner supporting piece, an internal corner supporting piece and a locking assembly, wherein the external corner supporting piece is positioned on the external corner side of a wall body and used for supporting the wall body; the external corner supporting piece comprises a first double steel pipe main edge and a corner main edge which are vertically arranged; the first double steel pipe main edge is provided with a first clamping groove, and the corner main edge is connected in the first clamping groove in a sliding manner; the internal corner support comprises a second double-steel-pipe main edge and an internal corner main edge; the second double-steel-pipe main edge is parallel to the first double-steel-pipe main edge; the internal corner main edge is provided with a second clamping groove, and the second double-steel-pipe main edge is connected to the second clamping groove. This application has according to wall body actual conditions, supports the effect that length was adjusted to required steel pipe.
Description
Technical Field
The application relates to the field of building construction facilities, in particular to a shear wall internal and external corner main keel supporting system.
Background
Concrete pouring refers to a process of pouring concrete and the like into a mold to form a concrete building, the process is the most important construction task in building engineering, a template needs to be paved according to engineering design before pouring, and the paving quality of the template directly influences the construction quality.
In order to ensure that the casting formwork is vertical, a support formed by combining a steel pipe, a male-female corner insert and the like is generally arranged on the outer side of the casting formwork to support the casting formwork. In the process of combining the steel pipe and the male and female corner plug-in units, the steel pipes with different lengths are needed according to the actual situation on site.
In view of the above-mentioned related art, the inventors consider that there is a drawback that selection of a steel pipe is troublesome.
SUMMERY OF THE UTILITY MODEL
In order to improve the more troublesome problem of steel pipe selection among the pouring process, this application provides a shear force wall negative and positive angle main joist braced system.
The application provides a shear force wall negative and positive angle main joist braced system adopts following technical scheme:
a shear wall internal and external corner main keel supporting system comprises an external corner supporting piece, an internal corner supporting piece and a locking assembly, wherein the external corner supporting piece is positioned on the external corner side of a wall body and used for supporting the wall body; the external corner supporting piece comprises a first double steel pipe main edge and a corner main edge which are vertically arranged; the first double steel pipe main edge is provided with a first clamping groove, and the corner main edge is connected in the first clamping groove in a sliding manner; the internal corner support comprises a second double-steel-pipe main edge and an internal corner main edge; the second double-steel-pipe main edge is parallel to the first double-steel-pipe main edge; the internal corner main edge is provided with a second clamping groove, and the second double-steel-pipe main edge is connected to the second clamping groove.
Through adopting above-mentioned technical scheme, set up external corner support piece and reentrant corner support piece, external corner support piece includes that first pair steel pipe owner is stupefied and the main stupefied of turning, has seted up first draw-in groove on first pair steel pipe owner is stupefied, and the main stupefied of turning slides in first draw-in groove, through with the main stupefied connection of sliding in first draw-in groove of turning, can adjust the main stupefied length that is used for supporting the wall body of waiting to pour into a mould of first pair steel pipe according to actual need.
Optionally, the internal corner main ridge comprises an internal corner plate and an internal corner block, and the internal corner plate is vertically connected with the internal corner block; the internal corner block is parallel to the first double-steel-pipe main ridge, the second clamping groove is formed in the internal corner block, and the second double-steel-pipe main ridge is horizontally connected into the second clamping groove in a sliding mode.
By adopting the technical scheme, the internal corner main edge comprises the internal corner block and the internal corner plate which are vertically connected, so that the internal corner main edge can be directly attached to and matched with the internal corner template of the supporting system; and a second clamping groove is formed in the internal corner block, so that the length of the wall body to be poured can be supported by the second double-steel-pipe main edge.
Optionally, the first double steel pipe main edge is provided with a jack; a main ridge bolt is inserted into the jack and abuts against one side, away from the internal corner supporting piece, of the corner main ridge; the main stupefied one end of being stupefied towards first pair steel pipe of turning is provided with the connecting plate, the connecting plate runs through to slide in first draw-in groove, be provided with the through-hole on the connecting plate, it has the main stupefied round pin piece of turning to peg graft on the through-hole, the main stupefied round pin piece one side lateral wall butt in first pair steel pipe is stupefied.
Through adopting above-mentioned technical scheme, utilize main stupefied bolt restriction corner owner stupefied to move far away from reentrant corner support piece direction, utilize the main stupefied round pin piece of corner to restrict the main stupefied of first double steel pipe and move far away from reentrant corner support piece direction to make the position of external corner support piece can not split because of the effort of the cement of wall body pouring.
Optionally, the second double steel pipe main edge is provided with a bolt hole, the internal corner block is provided with a via hole, a main edge bolt is inserted into the via hole, and the main edge bolt is inserted into the via hole and the bolt hole.
Through adopting above-mentioned technical scheme, set up the bolt hole on two steel pipe owner stupexes of second, set up the via hole at the reentrant corner piece, utilize main stupefied bolt and via hole and bolt hole grafting, the restriction two steel pipe owner stupexes of second are used for supporting the length of waiting to pour into a mould the wall body.
Optionally, the locking assemblies include at least one group of first locking assemblies and at least one group of second locking assemblies, each first locking assembly includes a first butt screw and first nuts threadedly connected to two ends of the first butt screw, the first butt screw is inserted into the first clamping groove and the second clamping groove, and the two first nuts are respectively disposed on one side of the first double-steel-pipe main edge, which is away from the first double-steel-pipe main edge, and the internal corner block; the second locking assembly comprises a second butt joint screw rod and second nuts in threaded connection with two ends of the second butt joint screw rod, a third clamping groove is further formed in the female angle plate, a fourth clamping groove is formed in the corner main edge, the second butt joint screw rod is inserted into the third clamping groove and the fourth clamping groove, and the two second nuts are respectively arranged on one side, deviating from each other, of the female angle plate and the corner main edge.
Through adopting above-mentioned technical scheme, utilize first locking Assembly, be connected first double steel pipe owner stupefied and reentrant corner piece, adopt second locking Assembly, be connected the main stupefied and reentrant corner spare of turning to make the main stupefied of first double steel pipe, the main stupefied and the main position between stupefied of turning remain stable.
Optionally, the first locking assembly further comprises a first pressure plate, and the first pressure plate is arranged and connected to one end of the first nut; the second locking assembly further comprises a second pressing plate, and the second pressing plate is arranged and connected to one end of the second nut.
Through adopting above-mentioned technical scheme, set up the second clamp plate on setting up first clamp plate and second locking Assembly on first locking Assembly to reinforcing locking Assembly and reentrant corner support piece and external corner support piece's stable strength.
Optionally, the corner main edge pin sheet is a triangular sheet, and the corner main edge pin sheet can be inserted into through holes with different lengths.
Through adopting above-mentioned technical scheme, the main stupefied round pin piece in turning is the triangular plate, adopts the triangular plate, not only can the first pair of steel pipe owner stupefied lateral wall of butt completely, can insert the through-hole of different length moreover.
Optionally, at least one connecting and positioning element is arranged at intervals along the length direction of the first clamping groove.
Through adopting above-mentioned technical scheme, use and connect the setting element and separate into a plurality of little draw-in grooves with first draw-in groove to the stability of the stupefied main part of first double steel pipe owner is strengthened.
In summary, the present application includes at least one of the following beneficial technical effects:
1. before the wall body is poured, building internal and external corner supporting systems on two sides of a template to form an internal corner supporting piece and an external corner supporting piece, wherein the external corner supporting piece comprises a first double-steel-pipe main edge and a corner main edge, a first clamping groove is formed in the first double-steel-pipe main edge, and the position of the corner main edge in the first clamping groove is adjusted through the sliding of the corner main edge in the first clamping groove, so that the length of the first double-steel-pipe main edge for supporting the wall body to be poured is changed;
2. the internal corner main ridge comprises an internal corner block and an internal corner plate which are vertically connected, a second clamping groove is formed in the internal corner block, and the length of the second double-steel-pipe main ridge for supporting a wall body to be poured is adjusted through horizontal sliding of the second double-steel-pipe main ridge in the second clamping groove;
3. one side of a main edge bolt abuts against the side wall of the corner main edge, and one side of a corner main edge bolt sheet abuts against the side wall of the first double-steel-pipe main edge to fix the position of the external corner connecting piece;
4. the relative position between the male and female corner supports is fixed by sets of locking assemblies to ensure that the relative position between the female and male corner supports does not change during the casting process due to the high volume of cement injected.
Drawings
Fig. 1 is a schematic overall structure diagram of a main keel supporting system for internal and external corners of a shear wall according to an embodiment of the application.
Fig. 2 is a schematic structural view of an external corner support member of a supporting system of internal and external corner main keels of a shear wall according to an embodiment of the present application.
Fig. 3 is a schematic structural diagram of an internal corner support member of the internal and external corner main keel support system of the shear wall according to the embodiment of the application.
Fig. 4 is an exploded view of a part of the structure of the supporting system of the male and female main keels of the shear wall according to the embodiment of the application.
Description of reference numerals: 1. an external corner support; 11. a first double steel pipe main edge; 111. a first card slot; 112. a jack; 12. main edges of the corners; 121. a connecting plate; 1211. a through hole; 122. a fourth card slot; 2. a reentrant corner support; 21. the second double steel pipe main edge; 211. a pin hole; 22. the internal corner is mainly ridged; 221. a female corner block; 2211. a second card slot; 2212. a via hole; 222. a female gusset; 2221. a third card slot; 3. a main ridge bolt; 4. corner main ridge pin sheets; 5. a locking assembly; 51. a first locking assembly; 511. a first butt screw; 512. a first nut; 513. a first platen; 52. a second locking assembly; 521. a second butt screw; 522. a second nut; 523. a second platen; 6. and connecting the positioning piece.
Detailed Description
The present application is described in further detail below with reference to figures 1-4.
The embodiment of the application discloses shear force wall negative and positive angle main joist braced system. Referring to fig. 1, the shear wall internal and external corner main keel supporting system comprises an internal corner support member 2 located on the internal corner side of a wall body and used for supporting the wall body, an external corner support member 1 located on the external corner side of the wall body and used for supporting the wall body, and a locking assembly 5 connecting the external corner support member 1 and the internal corner support member 2, wherein the internal corner support member 2 and the external corner support member 1 are connected through the locking assembly 5 so as to support the wall body.
Referring to fig. 2, the external corner supporting member 1 includes a first double steel pipe main edge 11 and a corner main edge 12 which are vertically connected, and a first clamping groove 111 for slidably connecting the corner main edge 12 is formed on the first double steel pipe main edge 11. The corner main edge 12 is connected in the first clamping groove 111 in a sliding manner, so that the supporting length of the first double-steel-pipe main edge 11 for pouring a wall body can be correspondingly changed according to actual needs.
Referring to fig. 2, in order to ensure the position stability of the first double-steel-pipe main ridge 11 after adjustment in the first clamping groove 111, one end of the corner main ridge 12 is connected with a connecting plate 121, the connecting plate 121 slides in the first clamping groove 111 in a penetrating manner, and when the connecting plate 121 is inserted into the first clamping groove, the end surface of the corner main ridge 12 is abutted against the side wall of the first double-steel-pipe main ridge 11; a through hole 1211 is formed in the connecting plate 121, a corner main ridge 12 pin piece is inserted into the through hole 1211, the corner main ridge 12 pin piece is abutted against the first double steel pipe main ridge 11 and is away from the internal corner supporting piece, a fourth clamping groove 122 is formed in the corner main ridge 12 corresponding to the third clamping groove 2221, a second butt screw 521 is inserted into the third clamping groove 2221 and the fourth clamping groove 122, and two second nuts 522 are arranged on one sides of the internal corner plate 222 and the corner main ridge 12, which are away from each other; through a plurality of groups of first locking assemblies 51 and a plurality of groups of second locking assemblies 52, can guarantee to be connected firmly female angle owner stupefied 22 with first double steel pipe owner stupefied 11 and the main stupefied 12 in turning. On this basis, a first pressing plate 513 is arranged in the first locking component 51, the first pressing plate 513 is arranged at one end of the first nut 512, and when the first nut 512 is in threaded connection with the first butt screw 511, the first pressing plate 513 is used for abutting against the side wall of the first double steel pipe main ridge 11 or the side wall of the internal corner block 221; the second pressing plate 523 is arranged in the second locking assembly 52, the second pressing plate 523 is arranged at one end of the second nut 522, when the second nut 522 is in threaded connection with the second butt screw 521, the second pressing plate 523 is used for abutting against the side wall of the corner main edge 12 or the side wall of the internal corner plate 222, and the first pressing plate 513 and the second pressing plate 523 are both used for enhancing the locking effect of the locking assembly 5.
Referring to fig. 4, in order to ensure the strength of the first double steel pipe main ridge 11, a plurality of connecting and positioning members 6 are arranged at intervals along the length direction of the first clamping groove 111, and the connecting and positioning members 6 divide the first clamping groove 111 into a plurality of small clamping grooves, so as to enhance the overall strength of the first double steel pipe main ridge 11. Similarly, the third slot 2221 and the fourth slot 122 may also be provided with the connection positioning element 6 according to the lengths of the third slot 2221 and the fourth slot 122, so as to enhance the strength of the internal corner plate 222 and the corner main ridge 12.
The implementation principle of the shear wall internal and external corner main keel supporting system in the embodiment of the application is as follows: when a wall body is built before pouring, the position of the corner main edge 12 in the first clamping groove 111 is adjusted according to the length of the wall body, and the position of the corner main edge 12 in the first clamping groove 111 is fixed through the main edge bolt 3 and the corner main edge 12 pin sheet; meanwhile, the position of the second double-steel-pipe main ridge 21 in the second clamping groove 2211 is adjusted, and the second double-steel-pipe main ridge 21 is positioned through the main ridge plug pin 3. Then, the adjusted internal corner support 2 and external corner support 1 are respectively installed on the internal corner side and external corner side of the wall, the first butt screw 511 penetrates through the first clamping groove 111 and the second clamping groove 2211, the first double steel pipe main edge 11 and the second double steel pipe main edge 21 are tightly abutted on the side walls of the two sides of the formwork through the first nut 512, the second butt screw 521 penetrates through the third clamping groove 2221 and the fourth clamping groove 122, and the corner main edge 12 and the internal corner main edge 22 are tightly abutted on the side walls of the two sides of the formwork through the second nut 522, so that the formwork is kept stable under the support of the internal corner support 2 and the external corner support 1 in the casting process; according to the height of the wall body, multiple groups of internal corner supporting pieces 2 and external corner supporting pieces 1 can be arranged at intervals along the height of the wall body so as to form a better supporting effect on the formwork.
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 (8)
1. A shear wall internal and external corner main keel supporting system is characterized by comprising an external corner supporting piece (1) positioned on the external corner side of a wall body and used for supporting the wall body, an internal corner supporting piece (2) positioned on the internal corner side and used for supporting the wall body, and a locking assembly (5) for connecting the external corner supporting piece (1) and the internal corner supporting piece (2); the external corner supporting piece (1) comprises a first double-steel-pipe main edge (11) and a corner main edge (12) which are vertically arranged; a first clamping groove (111) is formed in the first double-steel-pipe main edge (11), and the corner main edge (12) is connected in the first clamping groove (111) in a sliding mode; the internal corner support (2) comprises a second double-steel-pipe main edge (21) and an internal corner main edge (22); the second double-steel-pipe main edge (21) is arranged in parallel to the first double-steel-pipe main edge (11); the internal corner main edge (22) is provided with a second clamping groove (2211), and the second double-steel-pipe main edge (21) is connected to the second clamping groove (2211).
2. The shear wall internal and external corner main joist support system of claim 1, wherein: the internal corner main edge (22) comprises an internal corner plate (222) and an internal corner block (221), and the internal corner plate (222) is vertically connected with the internal corner block (221); the internal corner block (221) is parallel to the first double-steel-pipe main ridge (11), the second clamping groove (2211) is formed in the internal corner block (221), and the second double-steel-pipe main ridge (21) is horizontally connected into the second clamping groove (2211) in a sliding mode.
3. The shear wall internal and external corner main joist support system of claim 1, wherein: the first double steel pipe main edge (11) is provided with an insertion hole (112); a main edge bolt (3) is inserted into the insertion hole (112), and the main edge bolt (3) abuts against one side, away from the internal corner supporting piece (2), of the corner main edge (12); the corner main edge (12) is provided with a connecting plate (121) towards one end of the first double-steel-pipe main edge (11), the connecting plate (121) penetrates through and slides in the first clamping groove (111), a through hole (1211) is formed in the connecting plate (121), a corner main edge (12) pin piece is inserted into the through hole (1211), and the side wall of one side of the corner main edge (12) pin piece abuts against the first double-steel-pipe main edge (11).
4. A shear wall internal and external corner main joist support system as claimed in claim 2, wherein: the double-steel-pipe main edge is characterized in that a bolt hole (211) is formed in the second double-steel-pipe main edge (21), a through hole (2212) is formed in the female corner block (221), a main edge bolt (3) is inserted into the through hole (2212), and the main edge bolt (3) is inserted into the through hole (2212) and the bolt hole (211).
5. A shear wall internal and external corner main joist support system as claimed in claim 2, wherein: the locking assembly (5) comprises at least one group of first locking assembly (51) and at least one group of second locking assembly (52), the first locking assembly (51) comprises a first butt screw rod (511) and first nuts (512) in threaded connection with two ends of the first butt screw rod (511), the first butt screw rod (511) is inserted into the first clamping groove (111) and the second clamping groove (2211), and the two first nuts (512) are respectively arranged on one side of the first double steel pipe main edge (11) and one side of the internal corner block (221) which are mutually deviated; the second locking assembly (52) comprises a second butt-joint screw rod (521) and second nuts (522) in threaded connection with two ends of the second butt-joint screw rod (521), a third clamping groove (2221) is further formed in the female angle plate (222), a fourth clamping groove (122) is formed in the corner main edge (12), the second butt-joint screw rod (521) is inserted into the third clamping groove (2221) and the fourth clamping groove (122), and the two second nuts (522) are respectively arranged on one side, away from each other, of the female angle plate (222) and the corner main edge (12).
6. A shear wall internal and external corner main joist support system according to claim 5, wherein: the first locking assembly (51) further comprises a first pressure plate (513), and the first pressure plate (513) is arranged and connected to one end of the first nut (512); the second locking assembly (52) further comprises a second pressure plate (523), and the second pressure plate (523) is arranged and connected to one end of the second nut (522).
7. A shear wall internal and external corner main joist support system according to claim 3, wherein: the corner main edge (12) pin sheet is a triangular sheet, and the corner main edge (12) pin sheet can be inserted into through holes (1211) with different lengths.
8. The shear wall internal and external corner main joist support system of claim 1, wherein: the first clamping groove (111) is provided with at least one connecting and positioning piece (6) at intervals along the length direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122617604.9U CN216196646U (en) | 2021-10-28 | 2021-10-28 | Shear force wall internal and external corner main joist braced system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122617604.9U CN216196646U (en) | 2021-10-28 | 2021-10-28 | Shear force wall internal and external corner main joist braced system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216196646U true CN216196646U (en) | 2022-04-05 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122617604.9U Active CN216196646U (en) | 2021-10-28 | 2021-10-28 | Shear force wall internal and external corner main joist braced system |
Country Status (1)
| Country | Link |
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| CN (1) | CN216196646U (en) |
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2021
- 2021-10-28 CN CN202122617604.9U patent/CN216196646U/en active Active
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