CN216516881U - Building plank sheathing wall post positive angle steel is stupefied and wall post plank sheathing braced system once - Google Patents
Building plank sheathing wall post positive angle steel is stupefied and wall post plank sheathing braced system once Download PDFInfo
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- CN216516881U CN216516881U CN202122187260.2U CN202122187260U CN216516881U CN 216516881 U CN216516881 U CN 216516881U CN 202122187260 U CN202122187260 U CN 202122187260U CN 216516881 U CN216516881 U CN 216516881U
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Abstract
The application relates to the field of buildings, especially, relate to a building plank sheathing wall post positive angle steel is stupefied once, and it includes: the first supporting plate, the second supporting plate, the first external connecting plate and the second external connecting plate are arranged on the first supporting plate; the first supporting plate and the second supporting plate are connected and used for attaching and supporting the external corner of the wall column of the wood template, the other side of the first supporting plate is connected with the first external connecting plate, and the other side of the second supporting plate is connected with the second external connecting plate; the first outer connecting plate and the second outer connecting plate are provided with a plurality of connecting holes, and the connecting holes can be connected with the outer connecting plates of the secondary ridges of the male angle steels of another group of wall columns through corner connecting pieces.
Description
Technical Field
The utility model relates to the field of buildings, in particular to a building wood formwork wall column male angle steel secondary ridge and a wall column wood formwork supporting system.
Background
At present, in the construction field of building templates, especially when the external corner secondary keel of a wood template wall column is supported and reinforced, the traditional building wood beam or C-shaped steel secondary keel is mostly adopted, and then a horizontal double-steel pipe or a square column buckle and the like are used as a main edge to support and reinforce the angle steel. Wherein, the external corner refers to the convex corner at the joint of two adjacent wood templates. The existing reinforcement process is characterized in that angle steels are fixedly installed at a vertical external corner one by one, and then horizontal double steel pipes or square column buckles and the like are used as main ridges to carry out enclosure hooping on the angle steels, so that the effect of supporting a wall column formwork is achieved.
For the related technologies, the heights of the wall columns to be poured in actual construction are different, the angle steels are usually set to be fixed lengths, and the condition that the heights of the angle steels installed one by one are not matched with the heights of the wood formworks easily exists, that is, the condition that the angle steels are too short or gaps exist between vertically adjacent angle steels may occur, so that construction quality is reduced.
Disclosure of Invention
The utility model relates to the field of buildings, in particular to a building wood formwork wall column male angle steel secondary ridge and a wall column wood formwork supporting system.
The utility model provides a building plank sheathing wall post positive angle steel is stupefied once which characterized in that includes: the first supporting plate, the second supporting plate, the first external connecting plate and the second external connecting plate are arranged on the first supporting plate;
the first supporting plate is connected with the second supporting plate, the included angle degree of the first supporting plate and the second supporting plate is equal to the external angle degree of the wall column of the wood template, the first supporting plate is connected with the first external connecting plate, and the second supporting plate is connected with the second external connecting plate;
all be provided with the fixed orifices in first backup pad and the second backup pad, all be provided with the connecting hole on first outer fishplate bar and the second outer fishplate bar.
By adopting the technical scheme, the degree of the connection included angle between the first supporting plate and the second supporting plate is equal to the degree of the external corner of the wall column, so that the first supporting plate and the second supporting plate are attached to two wall surfaces of the wall column, and the perpendicularity of the external corner of the wall column is improved; the external connecting plate can be connected with another external connecting plate of the secondary ridge of the external angle steel of the wall column through the connecting hole and an additional corner connecting piece, in an actual situation, the secondary ridge of the external angle steel of the wall column with the corresponding height can be spliced according to the height of the wood template, and the height of the secondary ridge of the external angle steel of the wall column is matched with the height of the wood template; the whole process can be simplified into that the height of the wall column is measured firstly, then the wall column male angle steel secondary ridges with corresponding quantity are connected, and finally the wall column male angle steel secondary ridges are installed. And traditional angle steel can only go through the installation of workman one and connect one, can't agree with the height of plank sheathing, can appear too short or the gapped condition between the vertical adjacent angle steel, and the straightness that hangs down of wall post external corner will reduce because of the clearance lacks the protection when the clearance appears, finally shows to be construction quality low.
Preferably, the fixing hole is formed in the middle of the width of the first support plate and the second support plate.
By adopting the technical scheme, the fixing hole of the secondary ridge of the male angle steel of the wall column is positioned in the middle position, because the two ends of the supporting plate are stressed the same in the fixed installation process, better supporting force can be provided; if the side is too close to the frame, the frame is easy to incline, so that the final construction quality is reduced; avoid the damage of board edge caused by nailing from the board edge.
Preferably, the first support plate and the second support plate are symmetrically arranged along a connecting line of the first support plate and the second support plate, the length of the first external connecting plate is equal to that of the second external connecting plate, and the width of the first external connecting plate is equal to that of the second external connecting plate.
By adopting the technical scheme, the first supporting plate and the second supporting plate are symmetrically arranged along the connecting line of the first supporting plate and the second supporting plate, so that the supporting lengths of two sides of the external corner of the wall column of the wood template are equal, and the problem that the flatness of two sides of the external corner of the wall column of the wood template is reduced due to uneven stress is solved; and the length of first outer fishplate bar equals with the length of second outer fishplate bar, and the width of first outer fishplate bar equals with the width of second outer fishplate bar, at the design process, the design is simple, and it is convenient to make.
Optionally, an angle formed by connecting the first supporting plate with the first external connecting plate is a first connecting angle, an angle formed by connecting the second supporting plate with the second external connecting plate is a second connecting angle, and the first connecting angle and the second connecting angle are complementary or equal.
By adopting the technical scheme, the side of the external connecting plate of the secondary arris of the adjacent male angle steel of the wall column, which is far away from the wood formwork, is positioned on the same surface, and the surface can play a positioning role; when the horizontal double steel pipes or the square columns and the like are used as main ridges to enclose the wooden template, the horizontal double steel pipes or the square columns can be abutted against the outer connecting plate to improve the flatness of the wooden template.
Preferably, the first connecting angle and the second connecting angle are both right angles.
Through adopting above-mentioned technical scheme, first connection angle and second connection angle are the right angle, and the hypothesis is not the right angle, and when using two steel pipes of level or square column etc. to enclose the plank sheathing as main stupefied, the effort of enclosing the piece is not direct transmission for plank sheathing wall post, but has partial effort to order about the fishplate bar to the motion of plank sheathing wall post. The external connecting plate is bent possibly, the enclosure member cannot be tightened, the flatness of the surface of the concrete body of the external corner of the wall column of the wooden template is reduced, and therefore the first connecting angle and the second connecting angle are right angles and can play a role in maximizing the supporting of the extra fixing piece compared with other angles.
Preferably, the fixed orifices in first backup pad and the second backup pad are the equidistance and distribute, the fixed orifices on first outer fishplate bar and the second outer fishplate bar is the equidistance and distributes, just connecting hole on first outer fishplate bar and the second outer fishplate bar is located same horizontal plane.
Through adopting above-mentioned technical scheme, when two sets of vertical wall post positive angle steel time stupefied and be connected, can adopt corner connector to connect, make the pore pair, be convenient for realize that the hole site of corner connector aligns with the connecting hole of first outer fishplate bar or second outer fishplate bar.
The second aspect, in order to realize improving the roughness of the positive concrete body surface of wall post and edges and corners lines, hang down straightness, plumpness and the problem of the construction quality of perception degree, this application provides a wall post plank sheathing braced system.
A wall stud plank sheathing support system, comprising: the limiting and supporting mechanism and the enclosure hooping component are arranged on the support frame;
spacing supporting mechanism includes: the corner limiting assemblies and the module supporting assemblies are arranged on the side wall of the framework; the corner limiting component comprises a plurality of corner limiting parts and corner connecting pieces for connecting adjacent corner limiting parts, and the corner limiting parts are the secondary ridges of the external angle steel of the building plank formwork wall column;
the number of the corner limiting assemblies is the same as that of the vertical edges of the column body formed by enclosing the wall column wood formwork, and the positions of the corner limiting assemblies correspond to those of the vertical edges of the column body one by one;
at least one group of template supporting assemblies is arranged between every two adjacent corner limiting assemblies and is used for abutting against the side wall of the column body enclosed by the wall column wood template;
the enclosure hooping component encircles a column body formed by encircling a wall column wood formwork, and is used for hooping the corner limiting part and the formwork supporting component.
By adopting the technical scheme, when the wall column male angle steel secondary ridge is used for supporting the wood template, the vertical edge of the column body formed by enclosing each wall column wood template is provided with the wall column male angle steel secondary ridge, so that each vertical ridge is ensured to be supported by the wall column attached to the wood template, and the perpendicularity of the edge angle of the concrete body of the wall column male angle of the wood template is improved; an additional formwork supporting component is arranged to support the wood formwork, so that the stress of each side wall of the wall column of the wood formwork is equal; and if the enclosure hooping component is not arranged, pouring fluid in the wood formwork wall column can drive the corner limiting component and the formwork supporting component on one surface to displace, so that the flatness of the surface of the concrete body of the wood formwork wall column is reduced.
Preferably, the enclosure tightening assembly comprises: the wall column wood formwork comprises a plurality of groups of enclosure hooping pieces and a plurality of groups of limiting pins, wherein the enclosure hooping pieces and the limiting pins are sequentially connected end to end, the number of the enclosure hooping pieces and the number of the limiting pins are the same as that of vertical edges of a column body formed by enclosure of a wall column wood formwork, and the enclosure hooping pieces and the limiting pins are in one-to-one correspondence with the positions;
the enclosure clamping member comprises: the connecting part is provided with a connecting groove, one end of the linear part of the other group of the enclosure hooping pieces can be connected with the enclosure hooping pieces through the connecting groove, and one end of the linear part, far away from the connecting part, is provided with a hole;
the width of the limiting pin in the vertical direction is gradually reduced from top to bottom, and the limiting pin can be inserted into the hole to lock the two groups of connected enclosure hooping pieces.
By adopting the technical scheme, the enclosure clamping component is convenient to install and quick to disassemble; and the enclosure hooping piece is simple in design, a single enclosure hooping piece can be abutted to the limiting supporting mechanism on any side of the wall column of the wood formwork to realize a limiting function, the adaptability is high, and the wall columns of different shapes can be met. In addition, the limiting pin is in a shape that the vertical upper width is gradually reduced from top to bottom, when the two groups of connected enclosure clamping pieces are clamped, the clamping effect can be realized only by adjusting the vertical position of the limiting pin, and the practical operation is more convenient compared with the traditional adjusting bolt.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the height of the wall column can be measured firstly, then the wall column male angle steel secondary ridges with corresponding quantity are connected, and finally the height of the wood template is matched through installation.
2. The construction quality such as roughness, straightness that hangs down, plumpness and the perception degree of angle lines on wall post positive concrete body surface is improved.
3. The design is simple, and the operation is convenient.
Drawings
Fig. 1 is a schematic perspective view of a secondary ridge of male angle steel of the wall column.
Fig. 2 is a perspective view of a connector according to the present application.
Fig. 3 is a schematic perspective view illustrating the connection and extension of the secondary edges of two adjacent sets of male angle steels of wall columns.
Fig. 4 is a perspective view of the support system of the present application.
Fig. 5 is a schematic top view of the overall construction of the support system of the present application.
1. A first support plate; 11. a fixing hole; 2. a second support plate; 3. a first outer joint plate; 31. connecting holes; 4. a second externally connecting plate; 5. a first connection angle; 6. a second connecting angle; 7. a connecting member; 8. a limiting support mechanism; 81. a corner limiting component; 811. a corner limiting piece; 812. corner connecting pieces; 82. a support assembly; 821. a support member; 9. a containment hooping assembly; 91. a containment hoop 911, a straight portion; 912. a connecting portion; 92. and a limiting pin.
Detailed Description
The present application will be described in further detail with reference to the accompanying drawings
The application discloses stupefied and wall post plank sheathing braced system are once inlayed to building plank sheathing wall post positive angle steel for in the building field, be used for setting up corresponding wall post positive angle steel and once stupefied the coincidence plank sheathing wall post height.
Referring to fig. 1, the secondary edge of the male angle steel of the building wood formwork wall column comprises a first supporting plate 1, a second supporting plate 2, a first external connection plate 3 and a second external connection plate 4; the first supporting plate 1 is connected with the second supporting plate 2, the included angle degree of the first supporting plate 1 and the second supporting plate 2 is equal to the external angle degree of the wall column of the wood formwork, the first supporting plate 1 is connected with the first external connecting plate 3, and the second supporting plate 2 is connected with the second external connecting plate 4 so as to form an M shape; all be provided with fixed orifices 11 on first backup pad 1 and the second backup pad 2, all be provided with connecting hole 31 on first outer fishplate bar 3 and the second outer fishplate bar 4.
The fixing holes 11 are used for fixing the secondary edges of the wall column male angle steel on the wall column male angle of the wood template.
Referring to fig. 1, the fixing hole 11 of the first supporting plate 1 is disposed at the middle position of the first supporting plate 1, and the fixing hole 11 of the second supporting plate 2 is disposed at the middle position of the second supporting plate 2, so that the two ends of the supporting plates are stressed the same, and better supporting force can be provided. In actual construction, damage of plate edge layering caused by nailing from the plate edge can be reduced, and construction quality is improved.
The connecting holes 31 on the external connecting plate are used for connecting the external connecting plates of the other group of the secondary ridges of the male angle steel of the wall column, so that the two adjacent groups of the secondary ridges of the male angle steel of the wall column are spliced, and finally the height of the secondary ridges of the male angle steel of the wall column is matched with the height of the wall column of the wood template.
Referring to fig. 1, the connection holes 31 of the first external connection plate 3 and the connection holes 31 of the second external connection plate 4 are both distributed at equal intervals, and the connection holes 31 of the first external connection plate 3 and the connection holes 31 of the second external connection plate 4 are equal in number and are in one-to-one correspondence. In the actual splicing process, the hole positions of the corner connecting pieces are aligned with the connecting holes 31 of the first external connecting plate 3 or the second external connecting plate 4 conveniently. Compare traditional angle steel at the actual in-process, the stupefied can align fast and connect for wall post positive angle steel time for the efficiency of construction.
Specifically, in this embodiment, wood formwork wall post is common rectangle wall post, and first backup pad 1 and second backup pad 2 are connected perpendicularly and are laminated wall post external corner, have improved the straightness that hangs down of wall post external corner. In another embodiment, the wall column of the wooden form can also be a hexagonal wall column, and correspondingly, the included angle between the first supporting plate 1 and the second supporting plate 2 is 120 °, so that the included angle between the first supporting plate 1 and the second supporting plate 2 is adapted to the external corner of the wall column of the wooden form.
Referring to fig. 1, in the present embodiment, a first support plate 1 and a second support plate 2 are symmetrically disposed along a connection line therebetween, a first external connection plate 3 and a second external connection plate 4 are symmetrically disposed along a connection of the first support plate 1 and the second support plate 2, and the first support plate 1 and the first external connection plate 3 have the same length. The symmetrical arrangement can ensure that the supporting lengths of the two sides of the external corner of the wood formwork wall column are equal, so that the two sides of the external corner of the wood formwork wall column are stressed identically, and the flatness of the wood formwork wall column is improved; and the design is simple, and the manufacture is convenient. In addition, the four plates can be made of a flat plate by punching at one time.
Referring to fig. 1, the first supporting plate 1 is connected to the first external connecting plate 3 at a first connecting angle 5, the second supporting plate 2 is connected to the second external connecting plate 4 at a second connecting angle 6, and the first connecting angle 5 and the second connecting angle 6 are complementary or equal. When the horizontal double steel pipes or the square columns and the like are used as main ridges to enclose the wooden template, the horizontal double steel pipes or the square columns can be abutted against the external connection plate to limit the displacement of the external connection plate, so that the external connection plate provides the same supporting force, and the flatness of the surface of the concrete body of the wooden template wall column is improved.
In the present embodiment, the first connecting angle 5 and the second connecting angle 6 are both right angles. When the horizontal double steel pipes or the square columns and the like are used as the main ridges to enclose the wood formwork, the acting force of the enclosing parts is directly transmitted to the wall columns of the wood formwork so as to reduce the possibility that the enclosing parts drive the connecting angles to be bent, and therefore stable support is provided for the wood formwork to the maximum extent. Furthermore, in another embodiment, the first connecting angle 5 and the second connecting angle 6 may also be obtuse or acute.
Referring to fig. 2 and 3, in another embodiment, the external connection plate of one set of the male angle sub-ridges is connected with the external connection plate of the other set of the male angle sub-ridges through a connecting member 7.
The implementation principle of the embodiment is as follows: the first support plate 1, the second support plate 2, the first external connection plate 3 and the second external connection plate 4 are manufactured integrally; the first supporting plate 1 and the second supporting plate 2 are symmetrically arranged along the connecting line of the first supporting plate 1 and the second supporting plate 2, and the first external connecting plate 3 and the second external connecting plate 4 are symmetrically arranged along the connecting line of the first supporting plate 1 and the second supporting plate 2; be provided with connecting hole 31 on first outer plate 3 and the second outer plate 4, the outer plate accessible connecting hole 31 of stupefied is once connected to stupefied outer plate of another group's stupefied to external angle steel of wall post positive angle steel with set up extra corner connector, make the height of stupefied subassembly of stupefied is once agreed with the height of wood formwork wall post positive angle to the height of wall post positive angle steel.
The application also discloses a wall post plank sheathing braced system for improve the construction quality such as roughness, straightness that hangs down, plumpness and the perception degree of wall post positive concrete body surface and edges and corners lines.
Referring to fig. 4 and 5, a wall stud formwork support system, comprising: the limiting and supporting mechanism 8 and the enclosure hooping component 9; wherein, spacing supporting mechanism 8 is used for limiting the plank sheathing of plank sheathing wall post because inside fluid takes place the displacement, and enclosure cramp subassembly 9 is used for enclosing in the post plank sheathing of wall post enclosure cylinder that forms, and enclosure cramp subassembly 9 enclosure cramp spacing supporting mechanism 8.
Specifically, the limit support mechanism 8 includes: a plurality of corner stop assemblies 81 and a plurality of sets of template support assemblies 82. The corner limiting component 81 comprises a plurality of corner limiting pieces 811 and corner connecting pieces 812 for connecting adjacent corner limiting pieces 811, wherein the corner limiting pieces 811 are secondary ridges of the external angle steel of the wall column of the building plank formwork; the number of the corner limiting assemblies 81 is the same as the number of the vertical edges of the column body formed by enclosing the wall column wood formwork, and the positions of the corner limiting assemblies correspond to those of the vertical edges one by one. The corner of the wall post male angle steel secondary edge is used for fitting a rectangular wood formwork wall post, and the corner limiting component 81 is used for matching the height of the rectangular wood formwork wall post, so that the perpendicularity of the corner is improved.
At least one group of formwork supporting assemblies 82 is arranged between two adjacent corner limiting assemblies 81, and the formwork supporting assemblies 82 are used for abutting against the side wall of the column body formed by enclosing the wall column wood formwork. The supporting component 82 is used for improving the supporting force for the rectangular wood formwork wall column, so that the stress of each side wall of the wood formwork wall column is equal, and the flatness of the concrete surface of the wood formwork wall column is improved.
In this embodiment, the wooden wall stud is a common rectangular wall stud, a set of corner limiting assemblies 81 are arranged at the external corners of the rectangular wall stud and used for supporting the rectangular wall stud, two sets of supporting members 821 are arranged between two adjacent sets of corner limiting assemblies 81, the supporting members 821 abut against the side wall of the wooden wall stud enclosure column body, and the enclosure hooping assembly 9 encloses the column body formed by enclosing the wooden wall stud template.
The limit support mechanism 8 includes: a plurality of corner limiting components 81 and a plurality of groups of template supporting components 82; the corner limiting component 81 comprises a plurality of corner limiting parts 811 and corner connecting parts 812 used for connecting adjacent corner limiting parts 811, and the corner limiting parts 811 are the secondary ridges of the external angle steel of the building plank formwork wall column.
The number of the corner limiting assemblies 81 is the same as the number of the vertical edges of the column body formed by enclosing the wall column wood formwork, and the positions of the corner limiting assemblies correspond to those of the vertical edges one by one.
At least one group of formwork supporting assemblies 82 is arranged between two adjacent corner limiting assemblies 81, and the formwork supporting assemblies 82 are used for abutting against the side wall of the column body formed by enclosing the wall column wood formwork.
The enclosure hooping component 9 is encircled on a column body formed by enclosing a wall column wood formwork, and the enclosure hooping component is used for hooping the corner limiting part 811 and the formwork supporting component 82.
Specifically, the wooden template wall post is common rectangle wall post, all sets up a set of corner spacing subassembly 81 in rectangle wall post four corners and is used for supporting rectangle wall post, sets up two sets of support pieces 821 between adjacent two sets of corner spacing subassemblies 81, and support piece 821 butt plank sheathing encloses the lateral wall of closing the cylinder, and enclosure cramping subassembly 9 encloses the cylinder that closes and form in the wall post wooden template.
Referring to fig. 4 and 5, in the present embodiment, the enclosure clamping assembly 9 is provided with four sets of enclosure clamping members 91 and four sets of limit pins 92 which are connected end to end in sequence. The containment cuff member 91 includes: a linear portion 911 and a connecting portion 912, wherein the connecting portion 912 is provided with a connecting groove, and one end of the linear portion 911 of one set of the enclosure fastening member 91 is inserted into the connecting groove to connect the connecting portion 912 of the other set of the enclosure fastening member 91. The end, far away from the connecting part 912, of the linear part 911 is provided with a hole, the width of the limit pin 92 is gradually reduced in the vertical direction, and the limit pin 92 is used for being inserted into the hole to lock the two adjacent groups of connected enclosure clamping parts 91. In another embodiment, the enclosure hooping assembly 9 is provided with a plurality of groups of enclosure hooping members 91, wherein the number of the enclosure hooping members 91 is equal to the vertical edge of the column body enclosed by the pillar lumber form.
The arrangement aims at facilitating the installation and rapid disassembly of the enclosure hooping assembly 9; and enclose and protect binding member 91 design simple, and single enclosing and protecting binding member 91 can realize spacing function by the spacing supporting mechanism 8 on the arbitrary one side of butt plank sheathing wall post, and the suitability is high, can satisfy the wall post of different shapes. In addition, the limiting pin 92 adopts a shape that the vertical upper width is gradually reduced from top to bottom, when the two groups of connected enclosure clamping pieces 91 are clamped, the clamping effect can be realized only by adjusting the vertical position of the limiting pin 92, and the actual operation of the limiting pin 92 is more convenient compared with the traditional adjusting bolt.
The implementation principle of the embodiment is as follows: corner limiting assemblies 81 are arranged at four corners of the wood formwork enclosing square column to improve the verticality of the corners of the wood formwork enclosing square column, and supporting assemblies 82 are arranged at the adjacent corner limiting assemblies 81 to improve the flatness and the verticality of the wall of the wood formwork enclosing square column; and then the enclosure hooping component 9 is arranged to encircle a column body formed by encircling the wall column wood formwork, and the enclosure hooping component 9 can limit the displacement of the supporting component 82. If the supporting component 82 is displaced, the surface of the concrete body of the wooden template wall column is stressed unevenly, so that the condition of an explosion mold occurs. In a word, the whole system can improve the construction quality such as the flatness, the perpendicularity, the plumpness, the appearance sensitivity and the like of the surface of the positive concrete body of the wood formwork wall column and the edge lines.
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. The utility model provides a building plank sheathing wall post positive angle steel is stupefied once which characterized in that includes: the support plate comprises a first support plate (1), a second support plate (2), a first external connecting plate (3) and a second external connecting plate (4);
the first supporting plate (1) is connected with the second supporting plate (2), the degree of an included angle between the first supporting plate (1) and the second supporting plate (2) is adaptive to the degree of an external corner of a wall column of a wood template, the first supporting plate (1) is connected with the first external connecting plate (3), and the second supporting plate (2) is connected with the second external connecting plate (4);
all be provided with fixed orifices (11) on first backup pad (1) and second backup pad (2), all be provided with connecting hole (31) on first outer fishplate bar (3) and the outer fishplate bar of second (4).
2. The building wood formwork wall column male angle minor flute according to claim 1, characterized in that the fixing hole (11) on the first supporting plate (1) is located at the middle position of the width of the first supporting plate (1), and the fixing hole (11) on the second supporting plate (2) is located at the middle position of the width of the second supporting plate (2).
3. The building plank formwork wall column male angle steel secondary edge of claim 1, wherein the first support plate (1) and the second support plate (2) are symmetrically arranged along the connecting line of the two, the length of the first external connecting plate (3) is equal to that of the second external connecting plate (4), and the width of the first external connecting plate (3) is equal to that of the second external connecting plate (4).
4. The building wood formwork wall column male angle sub-corrugation of claim 3, wherein the angle formed by the first supporting plate (1) and the first outer connecting plate (3) is a first connecting angle (5), the angle formed by the second supporting plate (2) and the second outer connecting plate (4) is a second connecting angle (6), and the first connecting angle (5) and the second connecting angle (6) are complementary or equal.
5. The building plank as claimed in claim 4, wherein the first connecting angle (5) and the second connecting angle (6) are right angles.
6. The building wood formwork wall column male angle secondary corrugation of claim 1, characterized in that the fixing holes (11) on the first supporting plate (1) and the second supporting plate (2) are distributed at equal intervals, the fixing holes (11) on the first outer connecting plate (3) and the second outer connecting plate (4) are distributed at equal intervals, and the connecting holes (31) on the first outer connecting plate (3) and the second outer connecting plate (4) are the same in number and are aligned one by one.
7. A wall stud plank sheathing support system, comprising: a limiting support mechanism (8) and a containment hooping assembly (9);
the limit supporting mechanism (8) comprises: a plurality of corner limiting components (81) and a plurality of groups of template supporting components (82); the corner limiting component (81) comprises a plurality of corner limiting pieces (811) and corner connecting pieces (812) for connecting adjacent corner limiting pieces (811), wherein the corner limiting pieces (811) are the secondary ridges of the male angle steel of the building plank as claimed in any one of claims 1 to 6;
the number of the corner limiting assemblies (81) is the same as that of vertical edges of a column body formed by enclosing wall column wood templates, and the positions of the corner limiting assemblies correspond to those of the vertical edges one by one;
at least one group of formwork support assemblies (82) is arranged between every two adjacent corner limiting assemblies (81), and the formwork support assemblies (82) are used for abutting against the side wall of a column body formed by enclosing wall column wood formworks;
the enclosure hooping component (9) is encircled on a column body formed by enclosing a wall column wood formwork, and the enclosure hooping component (9) is used for hooping a corner limiting part (811) and a formwork supporting component (82).
8. A wall stud formwork support system as claimed in claim 7, wherein the enclosure banding assembly (9) comprises: the wall column wood formwork comprises a plurality of groups of enclosure hooping pieces (91) and a plurality of groups of limiting pins (92), wherein the enclosure hooping pieces (91) and the limiting pins (92) are sequentially connected end to end, the number of the enclosure hooping pieces (91) and the number of the limiting pins (92) are the same as that of vertical edges of a column body formed by enclosure of wall column wood formworks, and the enclosure hooping pieces and the limiting pins correspond to the vertical edges of the column body in position one to one;
said containment cuff (91) comprising: the enclosure hoop piece comprises linear parts (911) and connecting parts (912), wherein the connecting parts (912) are provided with connecting grooves, one ends of the linear parts (911) of the other set of enclosure hoop pieces (91) can be connected with the enclosure hoop pieces (91) through inserting the connecting grooves, and holes are formed in the ends, far away from the connecting parts (912), of the linear parts (911);
the width of the limiting pin (92) is gradually reduced from top to bottom, and the limiting pin (92) is used for being inserted into the hole to lock two groups of connected enclosing and hooping pieces (91).
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| Application Number | Priority Date | Filing Date | Title |
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| CN202122187260.2U CN216516881U (en) | 2021-09-09 | 2021-09-09 | Building plank sheathing wall post positive angle steel is stupefied and wall post plank sheathing braced system once |
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| CN202122187260.2U CN216516881U (en) | 2021-09-09 | 2021-09-09 | Building plank sheathing wall post positive angle steel is stupefied and wall post plank sheathing braced system once |
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| CN216516881U true CN216516881U (en) | 2022-05-13 |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115306147A (en) * | 2022-09-29 | 2022-11-08 | 江苏顺为绿色建筑科学研究院有限公司 | Shuttering for building |
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2021
- 2021-09-09 CN CN202122187260.2U patent/CN216516881U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115306147A (en) * | 2022-09-29 | 2022-11-08 | 江苏顺为绿色建筑科学研究院有限公司 | Shuttering for building |
| CN115306147B (en) * | 2022-09-29 | 2023-01-13 | 江苏顺为绿色建筑科学研究院有限公司 | Shuttering for building |
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