CN214786017U - Template reinforcing member of arbitrary angle of shear force wall - Google Patents
Template reinforcing member of arbitrary angle of shear force wall Download PDFInfo
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- CN214786017U CN214786017U CN202120546476.0U CN202120546476U CN214786017U CN 214786017 U CN214786017 U CN 214786017U CN 202120546476 U CN202120546476 U CN 202120546476U CN 214786017 U CN214786017 U CN 214786017U
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Abstract
The utility model belongs to the technical field of main structure engineering, in particular to a template reinforcing member of any angle of a shear wall; including the shear force wall inside and outside, the supporting component of side, it is interior, outside supporting component is through split bolt connection, the supporting component includes main riser, be provided with multiunit horizontal support on the main riser, horizontal support includes left wing bracing piece and right wing bracing piece, left wing bracing piece and right wing bracing piece are connected on the main riser, but left wing bracing piece and right wing bracing piece use the main riser to swing relatively as the axle, it disposes first split bolt to lie in between horizontal support on the main riser, it has the through-hole to open on the main riser, main riser around first split bolt passes through the through-hole connection, it is preceding, left wing bracing piece after is through left side second split bolt connection, it is preceding, right wing bracing piece after is through right side second split bolt connection. The utility model is suitable for a connection of the arbitrary angle corner of the complicated heterotypic component of major structure engineering is consolidated, has higher application prospect in the major structure construction.
Description
Technical Field
The utility model belongs to the technical field of major structure engineering, concretely relates to template reinforcement of arbitrary angle of shear force wall.
Background
Along with the continuous development of society, building engineering outer wall structure is also more complicated changeable more and more, for satisfying the wall structure molding of different angles, has the component connection complicacy in traditional fastener formula steel pipe scaffold reinforcing material installation, and the steel consumption is big, and the node connection is complicated etc. not enough, is very inconvenient at the ann in-process of tearing open simultaneously.
The Chinese utility model with the patent number of 201520561893.7 discloses a 'non-right-angle shear wall wood formwork reinforcing member', which is formed by welding two components together to form a double-steel-pipe reinforcing member; because of this reinforcement is whole welded structure, can only be used for the template reinforcement of an angle shear force wall, and reinforcement contained angle and shear force wall turning unable fine setting when discomforting, lead to having the installation deviation.
SUMMERY OF THE UTILITY MODEL
It is an object of the present invention to solve at least the above problems and to provide at least the advantages which will be described later.
In order to realize above-mentioned purpose, the utility model provides a template reinforcement of shear force wall arbitrary angle, the template reinforcement includes the supporting component of the interior outside of shear force wall, side, and interior, outside supporting component is through split bolted connection, and the supporting component includes main riser, is provided with the horizontal support of multiunit on the main riser, horizontal support includes left wing bracing piece and right wing bracing piece, and left wing bracing piece and right wing bracing piece are connected on main riser, but left wing bracing piece and right wing bracing piece use main riser as the axle relative oscillation, lie in on the main riser dispose first split bolt between the horizontal support, it has the through-hole to open on the main riser, and first split bolt passes through the main riser around the through-hole is connected, and preceding, back left wing bracing piece passes through left side second split bolted connection, and preceding, back right wing bracing piece passes through right side second split bolted connection.
Furthermore, each group of transverse supports comprises a pair of left wing support rods and a pair of right wing support rods, and the left wing support rods and the right wing support rods are arranged in a staggered mode; two left wing supporting rods in the same group share the left second split bolt, and two right wing supporting rods share the right second split bolt.
Further, the bottom of the main vertical pipe is provided with a socket joint matched with the pipe orifice at the top of the main vertical pipe.
Further, the left wing supporting rod and the right wing supporting rod are perpendicular to the main vertical pipe.
Furthermore, a rotatable lantern ring is sleeved on the main vertical pipe, and the left wing supporting rod and the right wing supporting rod are fixedly connected to the lantern ring.
Further, the length of the left wing supporting rod and the right wing supporting rod is 500mm, and the distance between the through holes in the main vertical pipe is 450 mm.
Compared with the prior art, the utility model has the advantages that:
the utility model discloses a template reinforcement of arbitrary angle of shear force wall can be directly at the installation of major structure corner and consolidate, consolidates into wholly with the horizontal support lug connection of corner both sides. The supporting rods on the two sides can horizontally and freely rotate, the height can be freely adjusted up and down, the operation is simple and convenient, the connection is reliable, the connection reinforcement of complex special-shaped components at any angles is realized, and the method has a higher application prospect and value in the construction of a main body structure. After the form of the set of reinforcing member is determined, the set of reinforcing member is particularly suitable for reinforcing the corner formwork at different angles, the efficiency of reinforcing the wall formwork at different angles is greatly improved, the larger the size of the high-rise building is, the more complicated the angle of the building structure is, the more suitable the project is, and the social and economic benefits are more prominent.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a schematic view of the installation and use of the present invention.
Fig. 3 is a top view of fig. 2.
In the figure: 1-a main riser; 2-a collar; 3-a first split bolt; 4-right wing strut bar; 5-a second split bolt; 6-left wing strut bar; 7-a shear wall; 8-template; 9-reinforcing back ribs; 10-socket joint.
Detailed Description
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
As shown in fig. 1, 2, 3; the utility model provides a template reinforcement of shear force wall arbitrary angle, includes the supporting component of the interior outside of shear force wall, side, and interior, outside supporting component is through split bolt connection, and the supporting component includes main riser 1, is provided with the horizontal support of multiunit on the main riser 1, and horizontal support includes left wing bracing piece 6 and right wing bracing piece 4, and left wing bracing piece 6 and right wing bracing piece 4 perpendicular to main riser 1 sets up. The left wing bracing piece 6 and the right wing bracing piece 4 are connected on main riser 1, but left wing bracing piece 6 and right wing bracing piece 4 use main riser 1 as the axle relative swing, have cup jointed on the main riser 1 and have rotationally lantern ring 2, and left wing bracing piece 6 and right wing bracing piece 4 fixed connection are on lantern ring 2. A first pair of stay bolts 3 are arranged between the transverse supports on the main vertical pipe 1, through holes are formed in the main vertical pipe 1, the first pair of stay bolts 3 are connected with the front main vertical pipe 1 and the rear main vertical pipe 1 through the through holes, a front left wing support rod 6 and a rear left wing support rod 6 are connected through a left second pair of stay bolts 5, and a front right wing support rod 4 and a rear right wing support rod 4 are connected through a right second pair of stay bolts 5.
Specifically, each group of transverse supports comprises a pair of left wing support rods 6 and a pair of right wing support rods 4, and the left wing support rods 6 and the right wing support rods 4 are arranged in a staggered manner; two left wing support rods 6 in the same group share the left second split bolt 5, and two right wing support rods 4 share the right second split bolt 5.
The bottom of the main vertical pipe 1 is provided with a socket joint 10 matched with the pipe orifice at the top of the main vertical pipe, so that the upper socket joint and the lower socket joint are convenient to connect.
The length of the left wing support rod 6 and the right wing support rod 4 is 500mm, and the distance between the through holes on the main vertical pipe 1 is 450 mm.
The utility model discloses a template reinforcement of arbitrary angle of shear force wall adopts the ordinary steel pipe of Q235 and the lantern ring of national standard "transversal joint electric welding steel pipe" GB/T13793 regulation. The method is suitable for reinforcing construction of major structure engineering formwork subentry engineering. The template reinforcing member of the shear wall at any angle mainly comprises a main steel vertical pipe, a steel lantern ring and a horizontal steel pipe. The wall thickness of the steel is not less than 3 mm. The outer diameters of the main vertical pipe and the horizontal steel pipe are phi 48mm, a split bolt hole is reserved on each 450mm of the main steel vertical pipe, the outer diameter of the steel sleeve ring is 51mm, and the steel sleeve ring and one side of the horizontal steel pipe are connected into a whole in a welding mode. The member connection is simple and convenient, and the steel consumption is little, and convenient operation is torn the in-process to die carrier ann open.
A straight seam electric welding steel pipe with the wall thickness of a steel lantern ring being 3mm, the outer diameter of the straight seam electric welding steel pipe being 51mm, and the height of the lantern ring being 50 mm;
the construction process flow requires:
(1) selecting a 3m long straight welded steel pipe with the outer diameter of 48mm and the wall thickness of 3mm, cutting out a proper length according to the height of a floor, arranging a socket joint with the height of 300mm, the outer diameter of 52mm and the wall thickness of 3mm at the bottom of a vertical pipe to facilitate the up-down socket joint connection, and reserving a split bolt hole with the diameter of 16mm at intervals of 450mm on a pipe body of the vertical steel pipe;
(2) selecting a straight welded steel pipe with the outer diameter of 51mm and the wall thickness of 3mm, cutting the straight welded steel pipe into a steel sleeve ring with the height of 50mm, and sleeving the steel sleeve ring into the main vertical pipe;
(3) selecting a straight welded steel pipe with the same specification and the outer diameter of 48mm and the wall thickness of 3mm as a horizontal support rod piece, cutting the horizontal support rod piece into short steel pipes with the same length of 500mm, and welding and connecting an arc-shaped groove at the pipe orifice with a steel sleeve ring;
the utility model discloses an arbitrary angle template reinforcement of shear force wall is applicable to the connection reinforcement of the arbitrary angle corner of the complicated heterotypic component of major structure engineering, has higher application prospect and value in the major structure construction.
The utility model relates to a rationally, shear force wall arbitrary angle template reinforcement links as an organic whole with shear force wall corner both sides level reinforcement component, and the wholeness is strong, and ann tears portably open, and workman's labor production imitates improving greatly, and economy is pleasing to the eye practical. The construction problem that the shear wall templates at different corner angles are not firmly reinforced is solved. The utility model discloses simple structure, convenient, the cost of drawing materials are lower, and its application scope is wide, has good social and economic benefits, has higher application prospect and value in the major structure engineering construction.
The previous description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the invention. Thus, the present invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
Claims (6)
1. The utility model provides a template reinforcement of shear force wall arbitrary angle which characterized in that: the template reinforcing part comprises supporting members on the inner side and the outer side of the shear wall, the supporting members on the inner side and the outer side are connected through split bolts, the supporting members comprise main vertical pipes (1), a plurality of groups of transverse supports are arranged on the main vertical pipes (1), the horizontal support includes left wing bracing piece (6) and right wing bracing piece (4), and left wing bracing piece (6) and right wing bracing piece (4) are connected on main riser (1), but left wing bracing piece (6) and right wing bracing piece (4) use main riser (1) as the axle relative oscillation, lie in on main riser (1) dispose between the horizontal support first pair of stay bolt (3), it has the through-hole to open on main riser (1), main riser (1) around first pair stay bolt (3) are connected through the through-hole, preceding, back left wing bracing piece (6) are connected through left side second pair stay bolt (5), and preceding, back right wing bracing piece (4) are connected through right side second pair stay bolt (5).
2. A shear wall arbitrary angle formwork reinforcement member according to claim 1, wherein: each group of transverse supports comprises a pair of left wing support rods (6) and a pair of right wing support rods (4), and the left wing support rods (6) and the right wing support rods (4) are arranged in a staggered mode; two left wing supporting rods (6) in the same group share the left second split bolt (5), and two right wing supporting rods (4) share the right second split bolt (5).
3. A shear wall arbitrary angle formwork reinforcement as defined in claim 2, wherein: the bottom of the main vertical pipe (1) is provided with a socket joint (10) matched with the pipe orifice at the top.
4. A shear wall arbitrary angle formwork reinforcement according to any one of claims 1 to 3, wherein: the left wing support rod (6) and the right wing support rod (4) are perpendicular to the main vertical pipe (1).
5. A shear wall arbitrary angle formwork reinforcement member according to claim 4, wherein: the main vertical pipe (1) is sleeved with a rotatable lantern ring (2), and a left wing supporting rod (6) and a right wing supporting rod (4) are fixedly connected to the lantern ring (2).
6. A shear wall arbitrary angle formwork reinforcement member according to claim 4, wherein: the length of the left wing supporting rod (6) and the length of the right wing supporting rod (4) are 500mm, and the distance between through holes in the main vertical pipe (1) is 450 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120546476.0U CN214786017U (en) | 2021-03-17 | 2021-03-17 | Template reinforcing member of arbitrary angle of shear force wall |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120546476.0U CN214786017U (en) | 2021-03-17 | 2021-03-17 | Template reinforcing member of arbitrary angle of shear force wall |
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| CN214786017U true CN214786017U (en) | 2021-11-19 |
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| CN202120546476.0U Active CN214786017U (en) | 2021-03-17 | 2021-03-17 | Template reinforcing member of arbitrary angle of shear force wall |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115126236A (en) * | 2022-07-25 | 2022-09-30 | 中国十七冶集团有限公司 | Irregular shear wall structure reinforcing system and construction method |
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2021
- 2021-03-17 CN CN202120546476.0U patent/CN214786017U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115126236A (en) * | 2022-07-25 | 2022-09-30 | 中国十七冶集团有限公司 | Irregular shear wall structure reinforcing system and construction method |
| CN115126236B (en) * | 2022-07-25 | 2023-08-29 | 中国十七冶集团有限公司 | Irregular shear wall structure reinforcing system and construction method |
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Address after: 030006 No.8, xierxiang, Bingzhou South Road, Xiaodian District, Taiyuan City, Shanxi Province Patentee after: Shanxi Seventh Construction Group Co.,Ltd. Patentee after: CHINA SHANXI SIJIAN GROUP Co.,Ltd. Address before: 030006 No.8, xierxiang, Bingzhou South Road, Xiaodian District, Taiyuan City, Shanxi Province Patentee before: SHANXI GUANGYE CONSTRUCTION ENGINEERING Co.,Ltd. Patentee before: CHINA SHANXI SIJIAN GROUP Co.,Ltd. |
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| CP01 | Change in the name or title of a patent holder |