CN106592828B - A kind of bevel panel walls reinforcing bar divergence expression arrangement system and its construction method - Google Patents
A kind of bevel panel walls reinforcing bar divergence expression arrangement system and its construction method Download PDFInfo
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- CN106592828B CN106592828B CN201611138561.3A CN201611138561A CN106592828B CN 106592828 B CN106592828 B CN 106592828B CN 201611138561 A CN201611138561 A CN 201611138561A CN 106592828 B CN106592828 B CN 106592828B
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- plane
- joist
- lacing wire
- wallboard
- panel walls
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8605—Walls made by casting, pouring, or tamping in situ made in permanent forms without spacers
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a kind of bevel panel walls reinforcing bar divergence expression arrangement system and its construction method, method includes: the inclined-plane wallboard for making bevel panel walls；According to the deployment scenarios of the inclined-plane joist of bevel panel walls, muscle hole is worn in setting on inclined-plane wallboard, for installing the positioning lacing wire of inclined-plane joist；According to the tilt angle of bevel panel walls, the inclined-plane wallboard to complete is installed；Inclined-plane joist is arranged in the two sides of inclined-plane wallboard；Production positioning lacing wire, positioning lacing wire is arranged in muscle hole, and is cooperated lacing wire for hooking the crotch for setting inclined-plane joist in the both ends setting of positioning lacing wire, positioned to inclined-plane joist.The present invention passes through during making inclined-plane wallboard, according to the deployment scenarios for being in the inclined inclined-plane joist of divergence expression, it is arranged on inclined-plane wallboard in advance and wears muscle hole in whole divergence expression arrangement, for installing the positioning lacing wire of positioning inclined-plane reinforcing bar, optimization design early period is carried out to inclined-plane wallboard, facilitates the fixed and positioned of the inclined-plane joist of inclined-plane wallboard two sides.
Description
Technical field
The present invention relates to the realm of building construction more particularly to a kind of bevel panel walls reinforcing bar divergence expression arrangement system and its apply
Work method.
Background technique
Be set as steel plate wall in current more Core Walls Structure shear wall, some floor gap shear wall sides be it is skewed, inside bury
Steel plate wall is all skewed, if oblique steel plate wall both walls arrangement of reinforcement arranges design in a conventional manner and construct that there are arrangements of reinforcement, stress
Uneven problem.Therefore, it is necessary to design a kind of oblique section steel plate shear force wall steel bar arrangement method, guarantee oblique section steel plate shear force wall steel
Muscle is evenly arranged and force request, and facilitates site operation.
Summary of the invention
Technical problem to be solved by the invention is to provide a kind of bevel panel walls reinforcing bar divergence expression arrangement system and its apply
Work method can guarantee that oblique section steel plate shear force wall reinforcing bar is evenly arranged and force request, and facilitate site operation, improve construction
Efficiency.
In order to realize the above technical effect, the invention discloses a kind of bevel panel walls reinforcing bar divergence expression construction arrangement method,
Comprising steps of
Make the inclined-plane wallboard of bevel panel walls；According to the deployment scenarios of the inclined-plane joist of bevel panel walls, in described oblique
Muscle hole is worn in setting on facing-wall board, for installing the positioning lacing wire of the inclined-plane joist；
According to the tilt angle of bevel panel walls, the inclined-plane wallboard to complete is installed；
Inclined-plane joist is arranged in the two sides of the inclined-plane wallboard；
Production positioning lacing wire, will positioning lacing wire be arranged in it is described wear in muscle hole, and be arranged in the both ends of the positioning lacing wire
For hooking the crotch for setting the inclined-plane joist, the inclined-plane joist is positioned.
A kind of bevel panel walls reinforcing bar divergence expression construction arrangement method, which further improves, to be, according to oblique section
The deployment scenarios of the inclined-plane joist of board wall, during muscle hole is worn in setting on the inclined-plane Yu Suoshu wallboard, according to every inclined-plane joist
Length setting direction be evenly spaced apart to be provided with and multiple described wear muscle hole.
A kind of bevel panel walls reinforcing bar divergence expression construction arrangement method, which further improves, to be, is the inclined-plane
During the two sides arrangement inclined-plane joist of wallboard, inclined-plane joist is carried out by root fracture and processing according to differing tilt angles.
A kind of bevel panel walls reinforcing bar divergence expression construction arrangement method, which further improves, to be, lacing wire will be being positioned
It is arranged in front of described wear in muscle hole, the first end for positioning lacing wire is bent to form crotch in advance, and hook and be set to inclined-plane wallboard
In the inclined-plane joist of first side；The second end of the positioning lacing wire is worn into muscle hole across described, using bending device to described fixed
The second end of position lacing wire is bent, and is formed crotch and is hooked in the inclined-plane joist of second side of inclined-plane wallboard, to embrasure
The inclined-plane joist of plate two sides is positioned.
A kind of bevel panel walls reinforcing bar divergence expression construction arrangement method, which further improves, to be, lacing wire will be being positioned
It is arranged in front of described wear in muscle hole, the first end by the positioning lacing wire bends 130 °~140 ° formation crotches in advance, by institute
The second end for stating positioning lacing wire bends 60 °~90 °, and the first end of the positioning lacing wire is hooked to the first side for being set to inclined-plane wallboard
In inclined-plane joist, the second end of the positioning lacing wire is arranged in described wear in muscle hole.
A kind of bevel panel walls reinforcing bar divergence expression construction arrangement method, which further improves, to be, the bending device
Including for the constraint sleeve for being sheathed on the second end for positioning lacing wire and the rotary spanner being fixed on the constraint sleeve.
A kind of bevel panel walls reinforcing bar divergence expression construction arrangement method, which further improves, to be, the inclined-plane joist
It is arranged on the inclined-plane Yu Suoshu wallboard for the vertical main reinforcement being evenly arranged in divergence expression according to the deployment scenarios of the inclined-plane joist
Muscle hole is worn in what whole divergence expression was evenly arranged.
The invention also discloses a kind of bevel panel walls reinforcing bar divergence expressions to arrange system, comprising:
Inclined-plane wallboard；
Inclined-plane joist is evenly arranged in the two sides of the inclined-plane wallboard in divergence expression；
Muscle hole is worn, is in that whole divergence expression is set on the inclined-plane wallboard with arranging corresponding to the inclined-plane joist；
Position lacing wire, be arranged in it is described wear in muscle hole, the both ends of the positioning lacing wire, which are equipped with, sets the embrasure for hooking
The crotch of the inclined-plane joist of plate two sides.
A kind of bevel panel walls reinforcing bar divergence expression arrangement system, which is further improved, to be, according to every inclined-plane joist
Length direction be evenly spaced apart to be provided with and multiple described wear muscle hole.
A kind of bevel panel walls reinforcing bar divergence expression arrangement system, which is further improved, to be, described to position the of lacing wire
One end bends 130 °~140 ° formation crotches, and hooks and be set in the inclined-plane joist of the first side of inclined-plane wallboard；The positioning lacing wire
Second end bend 60 °~90 ° and be arranged in it is described wear in muscle hole, and the second end of the positioning lacing wire is being arranged in described wear
Muscle Kong Zhonghou is bent to form the crotch in the inclined-plane joist for hooking the second side for being set to inclined-plane wallboard.
The present invention makes it have following the utility model has the advantages that in the mistake for making inclined-plane wallboard due to using above technical scheme
Cheng Zhong, according to the deployment scenarios for being in the inclined inclined-plane joist of divergence expression, setting is in whole divergence expression cloth on inclined-plane wallboard in advance
That sets wears muscle hole, for installing the positioning lacing wire of positioning inclined-plane reinforcing bar, optimization design early period is carried out to inclined-plane wallboard, after cooperation
Phase installation positioning lacing wire, facilitate the fixed and positioned of the inclined-plane joist of inclined-plane wallboard two sides, it is ensured that different inclined directions it is oblique
The arrangement specification of face wall muscle, uniformly, meet design requirement, meanwhile, facilitate site operation, avoid doing over again, improve construction efficiency.
Detailed description of the invention
Fig. 1 is the structural schematic diagram that a kind of bevel panel walls reinforcing bar divergence expression of the present invention arranges system.
Fig. 2 is the schematic diagram for the inclined-plane wallboard that a kind of bevel panel walls reinforcing bar divergence expression of the present invention arranges system.
Fig. 3~5 are the installation of the positioning lacing wire in a kind of bevel panel walls reinforcing bar divergence expression construction arrangement method of the present invention
Method schematic diagram.
Fig. 6 uses schematic diagram for a kind of bending device of bevel panel walls reinforcing bar divergence expression arrangement system of the present invention.
Specific embodiment
With reference to the accompanying drawing and specific embodiment the present invention is described in further detail.
The purpose of a kind of bevel panel walls reinforcing bar divergence expression arrangement system of the present invention and its construction method is to break routine
Steel plate shear force wall steel bar arrangement mode is suitable for reinforcing bar reasonable Arrangement and convenient construction in the steel plate shear force wall of oblique section.Oblique section
If steel plate wall both walls arrangement of reinforcement arrangement is designed and constructed in a conventional manner, there are problems that arrangement of reinforcement, unbalance stress.Therefore, it is necessary to
A kind of oblique section steel plate shear force wall steel bar arrangement method is designed, guarantees that steel plate shear force wall reinforcing bar in oblique section is evenly arranged and is wanted with stress
It asks, and facilitates site operation.Certainly, a kind of bevel panel walls reinforcing bar divergence expression of the present invention arranges system and its construction method not only
It is only applicable to the arrangement of reinforcement arrangement of oblique section steel plate shear force wall, is readily applicable to be built-in in any reinforced concrete structure and appoint
The arrangement of reinforcement arrangement of the structural body of what material core plate, applicability are extremely wide.
Below a kind of bevel panel walls reinforcing bar divergence expression of 1~5 couple of present invention of structure chart arrangement system and its construction method into
Row illustrates.
Referring initially to shown in Fig. 1, a kind of bevel panel walls reinforcing bar divergence expression arrangement system of the present invention is mainly by inclined-plane wallboard
11, inclined-plane joist 12, wear muscle hole 13 and positioning lacing wire 14 form.Wherein, inclined-plane wallboard 11 is to be obliquely installed in bevel panel walls
The intensity of concrete wall can be improved in internal inclined steel plate, built-in steel plate.The two of inclined-plane wallboard 11 are arranged in inclined-plane joist 12
Side, in the present embodiment, inclined-plane joist 12 are mainly the vertical main reinforcement for the bevel panel walls being evenly arranged in divergence expression, due to every
The problem of tilt angle of root inclined-plane joist 12 is different, and when arrangement of reinforcement easily causes uneven arrangement of reinforcement and discontinuity equalization.
The present invention is to solve the problems, such as that above-mentioned 12 arrangement of reinforcement of inclined-plane joist is uneven, stress is unstable, when making inclined-plane wallboard 11,
Technology, pre-generated inclined-plane wallboard 11 and the design for wearing muscle hole 13 are optimized using optimization design gimmick, such as BIM modeling, ANSYS
Drawing is worn muscle hole 13 and is set on inclined-plane wallboard 11 corresponding to inclined-plane joist 12 in whole divergence expression arrangement, and according to every
The length direction of root inclined-plane joist 12 be evenly spaced apart to be provided with it is multiple wear muscle hole 13, to ensure each of every inclined-plane joist 12
The setting angle of node meets design requirement.Positioning lacing wire 14 is arranged in muscle hole 13 correspondingly, positions lacing wire 14
Both ends be equipped with for hooking the crotch of the inclined-plane joist 12 for setting 11 two sides of inclined-plane wallboard.It is laid on inclined-plane wallboard 11 to utilize
Wear muscle hole 13 and positioning lacing wire 14 matches, inclined-plane joist 12 is positioned at the two sides of inclined-plane wallboard 11 uniformly, in an orderly manner, side
Just the arrangement of reinforcement arrangement of bevel panel walls is quickly realized.
For the arrangement of reinforcement arrangement that bevel panel walls are better achieved, the present invention provides a kind of bevel panel walls reinforcing bar divergence expressions
Construction arrangement method specifically includes following construction procedure:
S001: the inclined-plane wallboard 11 of production bevel panel walls；According to the deployment scenarios of the inclined-plane joist of bevel panel walls, in
Muscle hole 13 is worn in setting on inclined-plane wallboard 11, for installing the positioning lacing wire of inclined-plane joist, as shown in Figure 2；
Wherein, in the deployment scenarios according to the inclined-plane joists of bevel panel walls, muscle hole 13 is worn in setting on inclined-plane wallboard 11
During, should be evenly spaced apart to be provided with according to the length setting direction of every inclined-plane joist it is multiple wear muscle hole 13, wear muscle hole
13 are evenly distributed on entire inclined-plane wallboard 11 in whole divergence expression.
S002: according to the tilt angle of bevel panel walls, the inclined-plane wallboard to complete is installed；On inclined-plane wallboard at this time
It is provided with and wears muscle hole.
S003: inclined-plane joist 12 is arranged in the two sides of inclined-plane wallboard 11；
It wherein, should be according to differing tilt angles pair during the two sides arrangement inclined-plane joist 12 for being inclined-plane wallboard 11
Inclined-plane joist 12 is carried out by root fracture and processing, to ensure that the setting angle and installation site of every inclined-plane joist meet design and want
It asks.
S004: positioning lacing wire 14 is arranged in muscle hole 13, and in the both ends of positioning lacing wire 14 by production positioning lacing wire 14
It is arranged for hooking the crotch for setting inclined-plane joist 12, inclined-plane joist 12 is positioned.
Wherein, before it will position lacing wire and be arranged in muscle hole, the first end for positioning lacing wire is bent to form in advance curved
Hook, and hook and be set in the inclined-plane joist of the first side of inclined-plane wallboard；The second end for positioning lacing wire is worn into muscle hole, utilizes bending
Device bends the second end of positioning lacing wire, forms crotch and hooks in the inclined-plane joist of second side of inclined-plane wallboard,
The inclined-plane joist of inclined-plane wallboard two sides is positioned.
Cooperate shown in Fig. 3~5, in the present embodiment, before it will position lacing wire 14 and be arranged in corresponding wear in muscle hole 13,
The first end 141 for positioning lacing wire 14 is bent into 130 °~140 ° (preferably 135 °) in advance and forms crotch, and lacing wire 14 will be positioned
Second end 142 bend 60 °~90 ° (preferably 90 °), the first end 141 for positioning lacing wire 14 is hooked and is set to the of inclined-plane wallboard 11
In the inclined-plane joist (not showing the inclined-plane joist in figure) of side, the second end 142 for positioning lacing wire 14 is arranged in muscle hole 13
In, the inclined-plane joist that the second end 142 of lacing wire 14 to be positioned is pierced by second side of muscle hole 13 to inclined-plane wallboard 11 (is not shown in figure
Show the inclined-plane joist) at after, simply bent using second end 142 of the bending device to the positioning lacing wire 14, formed crotch
And hook in the inclined-plane joist of second side of inclined-plane wallboard, to complete to determine the inclined-plane joist of inclined-plane wallboard two sides
Position.
The bending device used in the present invention is shown referring to figs. 5 and 6 for manual drag hook bending tool, the bending device
15 include the rotation for being sheathed on the constraint sleeve 151 for the second end 142 for positioning lacing wire 14 and being fixed on the constraint sleeve 151
The sleeve production of larger model can be used in spanner 152, the constraint sleeve 151, which uses the reinforcing bar of larger model
Production, the two weld to form bending device 15, and rotary spanner 152 is welded in the outside cylinder wall of constraint sleeve 151.By will about
Collar cylinder 151 entangles in the second end of the positioning lacing wire of inclined-plane wallboard, and lacing wire will be positioned by then holding rotary spanner 152
Second end is bent to inclined-plane wallboard side, forms crotch, and the inclined-plane joist of side, is positioned where catching on, and bending device 15 is grasped
Make convenient and is available locally.Certain bending device is not limited to the structure of above-mentioned " constraint sleeve+rotary spanner ", other any
The device that bending reinforcing steel bar may be implemented is suitable for the present invention, will not repeat them here.
A kind of bevel panel walls reinforcing bar divergence expression arrangement system of the present invention and its construction method pass through in production inclined-plane wallboard
During, according to the deployment scenarios for being in the inclined inclined-plane joist of divergence expression, setting is dissipated in whole on inclined-plane wallboard in advance
Formula arrangement wears muscle hole, for installing the positioning lacing wire of positioning inclined-plane reinforcing bar, carries out optimization design early period to inclined-plane wallboard, matches
The positioning lacing wire for closing later period installation, facilitates the fixed and positioned of the inclined-plane joist of inclined-plane wallboard two sides, it is ensured that different inclined directions
Inclined-plane joist arrangement specification, uniformly, meet design requirement, meanwhile, facilitate site operation, avoid doing over again, improve construction
Efficiency.
It is described the invention in detail above in conjunction with accompanying drawings and embodiments, those skilled in the art can basis
Above description makes many variations example to the present invention.Thus, certain details in embodiment should not constitute limitation of the invention,
The present invention will be using the range that the appended claims define as protection scope of the present invention.
Claims (10)
1. a kind of bevel panel walls reinforcing bar divergence expression construction arrangement method, which is characterized in that comprising steps of
Make the inclined-plane wallboard of bevel panel walls；According to the deployment scenarios of the inclined-plane joist of bevel panel walls, Yu Suoshu embrasure
Muscle hole is worn in setting on plate, for installing the positioning lacing wire of the inclined-plane joist；
According to the tilt angle of bevel panel walls, the inclined-plane wallboard to complete is installed；
Inclined-plane joist is arranged in the two sides of the inclined-plane wallboard；
Production positioning lacing wire, will positioning lacing wire be arranged in it is described wear in muscle hole, and be used in the both ends setting of the positioning lacing wire
The crotch for setting the inclined-plane joist is hooked, the inclined-plane joist is positioned.
2. a kind of bevel panel walls reinforcing bar divergence expression construction arrangement method as described in claim 1, it is characterised in that: in basis
The deployment scenarios of the inclined-plane joist of bevel panel walls, during muscle hole is worn in setting on the inclined-plane Yu Suoshu wallboard, tiltedly according to every
The length setting direction of face wall muscle, which is evenly spaced apart to be provided with, multiple described wears muscle hole.
3. a kind of bevel panel walls reinforcing bar divergence expression construction arrangement method as described in claim 1, it is characterised in that: be institute
During the two sides arrangement inclined-plane joist for stating inclined-plane wallboard, inclined-plane joist is carried out by root fracture according to differing tilt angles and
Processing.
4. a kind of bevel panel walls reinforcing bar divergence expression construction arrangement method as described in claim 1, it is characterised in that: will determine
Position lacing wire is arranged in described before wearing in muscle hole, the first end for positioning lacing wire is bent to form crotch in advance, and hook and be set to inclined-plane
In the inclined-plane joist of first side of wallboard；The second end of the positioning lacing wire is worn into muscle hole across described, utilizes bending device pair
The second end of the positioning lacing wire is bent, and is formed crotch and is hooked in the inclined-plane joist of second side of inclined-plane wallboard, right
The inclined-plane joist of inclined-plane wallboard two sides is positioned.
5. a kind of bevel panel walls reinforcing bar divergence expression construction arrangement method as claimed in claim 4, it is characterised in that: will determine
Position lacing wire is arranged in described before wearing in muscle hole, and it is curved that the first end of the positioning lacing wire is bent 130 °~140 ° formation in advance
The second end of the positioning lacing wire is bent 60 °~90 °, the first end of the positioning lacing wire is hooked and is set to inclined-plane wallboard by hook
In the inclined-plane joist of first side, the second end of the positioning lacing wire is arranged in described wear in muscle hole.
6. a kind of bevel panel walls reinforcing bar divergence expression construction arrangement method as described in claim 4 or 5, it is characterised in that: institute
Stating bending device includes supplying the constraint sleeve for the second end for being sheathed on the positioning lacing wire and being fixed on the constraint sleeve
Rotary spanner.
7. a kind of bevel panel walls reinforcing bar divergence expression construction arrangement method as described in claim 1, it is characterised in that: described oblique
Face wall muscle is the vertical main reinforcement being evenly arranged in divergence expression, according to the deployment scenarios of the inclined-plane joist, the inclined-plane Yu Suoshu wallboard
Upper setting wears muscle hole in what whole divergence expression was evenly arranged.
8. a kind of bevel panel walls reinforcing bar divergence expression arranges system characterized by comprising
Inclined-plane wallboard；
Inclined-plane joist is evenly arranged in the two sides of the inclined-plane wallboard in divergence expression；
Muscle hole is worn, is in that whole divergence expression is set on the inclined-plane wallboard with arranging corresponding to the inclined-plane joist；
Position lacing wire, be arranged in it is described wear in muscle hole, the both ends of the positioning lacing wire, which are equipped with, sets the inclined-plane wallboard two for hooking
The crotch of the inclined-plane joist of side.
9. a kind of bevel panel walls reinforcing bar divergence expression as claimed in claim 8 arranges system, it is characterised in that: tiltedly according to every
The length direction of face wall muscle, which is evenly spaced apart to be provided with, multiple described wears muscle hole.
10. a kind of bevel panel walls reinforcing bar divergence expression as claimed in claim 8 arranges system, it is characterised in that: the positioning
The first end of lacing wire bends 130 °~140 ° formation crotches, and hooks and be set in the inclined-plane joist of the first side of inclined-plane wallboard；It is described
The second end of positioning lacing wire bend 60 °~90 ° and be arranged in it is described wear in muscle hole, and the second end of the positioning lacing wire is being worn
In the crotch wearing muscle Kong Zhonghou and being bent to form in the inclined-plane joist for hooking the second side for being set to inclined-plane wallboard.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611138561.3A CN106592828B (en) | 2016-12-12 | 2016-12-12 | A kind of bevel panel walls reinforcing bar divergence expression arrangement system and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611138561.3A CN106592828B (en) | 2016-12-12 | 2016-12-12 | A kind of bevel panel walls reinforcing bar divergence expression arrangement system and its construction method |
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| Publication Number | Publication Date |
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| CN106592828A CN106592828A (en) | 2017-04-26 |
| CN106592828B true CN106592828B (en) | 2019-06-14 |
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Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| HU206903B (en) * | 1988-06-20 | 1993-01-28 | Rogner Robert | Trussed-beamlike reinforcement configuration for concrete plate and platelike cradling member made by using of such reinforcement configuration |
| JP2007217871A (en) * | 2006-02-14 | 2007-08-30 | Nozawa Corp | Dry foundation and its construction method |
| CN102605902A (en) * | 2011-04-15 | 2012-07-25 | 曾庆胜 | Penetrating rib and clamping hook combined steel mesh template and application method |
| CN203924492U (en) * | 2014-06-07 | 2014-11-05 | 王睿敏 | Be easy to the shear wall steel mesh reinforcement of automated production and the shear wall of formation |
| CN205088966U (en) * | 2015-09-25 | 2016-03-16 | 长沙远大住宅工业集团有限公司 | Rebar positioning frame is used in construction of outer shear force wall |
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