CN106592828A - Oblique-section board wall rebar divergent layout system and construction method thereof - Google Patents
Oblique-section board wall rebar divergent layout system and construction method thereof Download PDFInfo
- Publication number
- CN106592828A CN106592828A CN201611138561.3A CN201611138561A CN106592828A CN 106592828 A CN106592828 A CN 106592828A CN 201611138561 A CN201611138561 A CN 201611138561A CN 106592828 A CN106592828 A CN 106592828A
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- Prior art keywords
- plane
- joist
- lacing wire
- wallboard
- positioning
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Classifications
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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
-
- 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 an oblique-section board wall rebar divergent layout system and a construction method thereof. The construction method comprises the steps that a bevel wall board of an oblique-section board wall is manufactured; wire penetrating holes are formed in the bevel wall board according to the layout condition of bevel wall rebars of the oblique-section board wall and used for installing positioning lacing wires of the bevel wall rebars; the manufactured bevel wall board is installed according to the inclined degree of the oblique-section board wall; the bevel wall rebars are arranged on the two sides of the bevel wall board; and the positioning lacing wires are manufactured and arranged into the wire penetrating holes in a penetrating mode, the two ends of the positioning lacing wires are provided with hooks used for hooking the bevel wall rebars, the hooks are matched with the positioning lacing wires, and the bevel wall rebars are positioned. According to the oblique-section board wall rebar divergent layout system and the construction method thereof, the wire penetrating holes in an overall divergent layout mode are formed in the bevel wall board in advance in the bevel wall board manufacturing process according to the layout condition of the divergent and inclined bevel wall rebars and are used for installing the positioning lacing wires for positioning the bevel rebars, earlier optimal design is conducted on the bevel wall board, and installing and positioning of the bevel wall rebars on the two sides of the bevel wall board are facilitated.
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 technology
At present more Core Walls Structure shearing is set within the walls steel plate wall, and some floor gap shear wall sides are skewed, are inside buried
Steel plate wall be all it is skewed, if oblique steel plate wall both walls arrangement of reinforcement arrangement in a conventional manner design and construct, there is arrangement of reinforcement, stress
Uneven problem.Accordingly, it would be desirable to design a kind of oblique section steel plate shear force wall steel bar arrangement method, it is ensured that oblique section steel plate shear force wall steel
Muscle is evenly arranged and force request, and facilitates site operation.
The content of the invention
The technical problem to be solved is to provide a kind of bevel panel walls reinforcing bar divergence expression arrangement system and its applies
Work method, ensure that oblique section steel plate shear force wall reinforcing bar is evenly arranged and force request, and facilitate site operation, improve construction
Efficiency.
To realize above-mentioned technique effect, the invention discloses a kind of bevel panel walls reinforcing bar divergence expression construction arrangement method,
Including step：
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
Arrange on facing-wall board and wear muscle hole, for installing the positioning lacing wire of the inclined-plane joist；
According to the angle of inclination of bevel panel walls, the inclined-plane wallboard for completing is installed；
Inclined-plane joist is arranged in the both sides of the inclined-plane wallboard；
Make positioning lacing wire, will positioning lacing wire be arranged in it is described wear in muscle hole, and arrange in the two ends of 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 is further improved by, according to oblique section
The deployment scenarios of the inclined-plane joist of board wall, are arranged during wearing muscle hole, according to every inclined-plane joist on the inclined-plane wallboard
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 is further improved by, and is the inclined-plane
During the both 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 is further improved by, and will position lacing wire
Before being arranged in described wearing in muscle hole, in advance the first end of positioning lacing wire is bent to form into crotch, and is hooked located at inclined-plane wallboard
In the inclined-plane joist of the first side；Muscle hole is worn in second end of positioning lacing wire through described, using bending device to described fixed
Second end of position lacing wire is bent, and is formed crotch and is hooked in the inclined-plane joist of the second side of inclined-plane wallboard, to embrasure
The inclined-plane joist of plate both sides is positioned.
A kind of bevel panel walls reinforcing bar divergence expression construction arrangement method is further improved by, and will position lacing wire
Before being arranged in described wearing in muscle hole, in advance the first end of positioning lacing wire is bent into 130 °～140 ° formation crotches, by institute
The second end for stating positioning lacing wire bends 60 °～90 °, and the first end of positioning lacing wire is hooked located at the first side of inclined-plane wallboard
In inclined-plane joist, the second end of positioning lacing wire is arranged in into described wearing in muscle hole.
A kind of bevel panel walls reinforcing bar divergence expression construction arrangement method is further improved by, the bending device
Including the rotary spanner for being sheathed on the constraint sleeve at the second end of positioning lacing wire and be fixed on the constraint sleeve.
A kind of bevel panel walls reinforcing bar divergence expression construction arrangement method is further improved by, the inclined-plane joist
It is the vertical cage bar being evenly arranged in divergence expression, according to the deployment scenarios of the inclined-plane joist, arranges on the inclined-plane wallboard
Muscle hole is worn in what overall divergence expression was evenly arranged.
The invention also discloses a kind of bevel panel walls reinforcing bar divergence expression arranges system, including：
Inclined-plane wallboard；
Inclined-plane joist, in divergence expression the both sides of the inclined-plane wallboard are evenly arranged in；
Muscle hole is worn, is arranged on the inclined-plane wallboard in overall divergence expression arrangement corresponding to the inclined-plane joist；
Positioning lacing wire, be arranged in it is described wear in muscle hole, the two ends of positioning lacing wire are provided with and set the embrasure for hooking
The crotch of the inclined-plane joist of plate both sides.
A kind of bevel panel walls reinforcing bar divergence expression arrangement system is further improved by, 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 is further improved by, and the of positioning lacing wire
One end bends 130 °～140 ° formation crotches, and hooks in the inclined-plane joist of the first side of inclined-plane wallboard；The positioning lacing wire
The second end bend 60 °～90 ° and be arranged in it is described wear in muscle hole, and the second end of positioning lacing wire is being arranged in described wearing
The crotch hooked in the inclined-plane joist of the second side of inclined-plane wallboard is bent to form after in muscle hole.
The present invention is as a result of above technical scheme so as to have the advantages that：In the mistake for making inclined-plane wallboard
Cheng Zhong, according to the deployment scenarios in the inclined inclined-plane joist of divergence expression, is arranged in advance in overall divergence expression cloth on inclined-plane wallboard
That what is put wears muscle hole, for installing the positioning lacing wire of positioning inclined-plane reinforcing bar, early stage optimization design is carried out to inclined-plane wallboard, after cooperation
Phase install positioning lacing wire, facilitate inclined-plane wallboard both sides inclined-plane joist it is fixed and positioned, it is ensured that different incline directions it is oblique
It is the arrangement specification of face wall muscle, uniform, meet design requirement, meanwhile, facilitate site operation, it is to avoid do over again, improve efficiency of construction.
Description of the drawings
Fig. 1 is the structural representation that a kind of bevel panel walls reinforcing bar divergence expression of the invention arranges system.
Fig. 2 is a kind of schematic diagram of the inclined-plane wallboard of bevel panel walls reinforcing bar divergence expression arrangement system of the invention.
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 invention
Method schematic diagram.
Fig. 6 is a kind of use schematic diagram of the bending device of bevel panel walls reinforcing bar divergence expression arrangement system of the invention.
Specific embodiment
Below in conjunction with the accompanying drawings and specific embodiment the present invention is further detailed explanation.
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 the normal procedure
Steel plate shear force wall steel bar arrangement pattern, it is adaptable to 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 in a conventional manner and constructed, there are problems that arrangement of reinforcement, unbalance stress.Accordingly, it would be desirable to
Design a kind of oblique section steel plate shear force wall steel bar arrangement method, it is ensured that oblique section steel plate shear force wall reinforcing bar is evenly arranged will with stress
Ask, and facilitate site operation.Certainly, a kind of bevel panel walls reinforcing bar divergence expression of the invention arranges system and its construction method not only
The arrangement of reinforcement arrangement of oblique section steel plate shear force wall is only applicable to, it is readily adaptable for use in any reinforced concrete structure to be built-in with appoints
The arrangement of reinforcement arrangement of the structure of what material central layer, the suitability is extremely wide.
Below a kind of bevel panel walls reinforcing bar divergence expression arrangement system of the structure Fig. 1～5 pair present invention and its construction method are entered
Row is illustrated.
Referring initially to shown in Fig. 1, a kind of bevel panel walls reinforcing bar divergence expression of the invention arranges system mainly by inclined-plane wallboard
11st, inclined-plane joist 12, wear muscle hole 13 and positioning lacing wire 14 constitute.Wherein, inclined-plane wallboard 11 is to be obliquely installed in bevel panel walls
Internal inclined steel plate, built-in steel plate can improve the intensity of concrete wall.Inclined-plane joist 12 is arranged on the two of inclined-plane wallboard 11
Side, in the present embodiment, the vertical cage bar of the bevel panel walls that inclined-plane joist 12 is predominantly evenly arranged in divergence expression, due to every
The angle of inclination of root inclined-plane joist 12 is different, the problem for easily causing arrangement of reinforcement uneven during arrangement of reinforcement with discontinuity equalization.
The present invention is unstable to solve the problems, such as the above-mentioned arrangement of reinforcement of inclined-plane joist 12 inequality, stress, when inclined-plane wallboard 11 is made,
Using optimization design maneuver, such as BIM modelings, ANSYS optimization technologies, previously generate inclined-plane wallboard 11 and wear the design in muscle hole 13
Drawing, wears muscle hole 13 and is arranged on inclined-plane wallboard 11, and according to every in overall divergence expression arrangement corresponding to inclined-plane joist 12
The length direction of root inclined-plane joist 11 be evenly spaced apart to be provided with it is multiple wear muscle hole 13, with guarantee every inclined-plane joist 11 each
The setting angle of node meets design requirement.Positioning lacing wire 14 is arranged in correspondingly in muscle hole 13, positions lacing wire 13
Two ends be provided with for hook set the both sides of inclined-plane wallboard 11 inclined-plane joist 12 crotch.It is laid on inclined-plane wallboard 11 so as to utilize
Wear muscle hole 13 and positioning lacing wire 13 is engaged, by inclined-plane joist 12 it is uniform, be positioned at the both sides of inclined-plane wallboard 11, side in an orderly manner
Just the arrangement of reinforcement arrangement of bevel panel walls is quickly realized.
Arrangement of reinforcement for bevel panel walls are better achieved is arranged, the invention provides a kind of bevel panel walls reinforcing bar divergence expression
Construction arrangement method, specifically includes following construction procedure：
S001：Make the inclined-plane wallboard 11 of bevel panel walls；According to the deployment scenarios of the inclined-plane joist of bevel panel walls, in
Arrange on inclined-plane wallboard 11 and wear muscle hole 13, for installing the positioning lacing wire of inclined-plane joist, as shown in Figure 2；
Wherein, in the deployment scenarios of the inclined-plane joist according to bevel panel walls, arrange on inclined-plane wallboard 11 and wear muscle hole 13
During, should according to the length setting direction of every inclined-plane joist be evenly spaced apart to be provided with it is multiple wear muscle hole 13, wear muscle hole
13 are evenly distributed on whole inclined-plane wallboard 11 in overall divergence expression.
S002：According to the angle of inclination of bevel panel walls, the inclined-plane wallboard for completing is installed；On inclined-plane wallboard now
It is provided with and wears muscle hole.
S003：Inclined-plane joist 12 is arranged in the both sides of inclined-plane wallboard 11；
Wherein, be inclined-plane wallboard 11 both sides arrangement inclined-plane joist 12 during, should be according to differing tilt angles pair
Inclined-plane joist 12 is carried out by root fracture and processing, is wanted with guaranteeing that the setting angle and installation site of every inclined-plane joist meet design
Ask.
S004：Positioning lacing wire 14 is made, positioning lacing wire 14 is arranged in muscle hole 13, and in the two ends of positioning lacing wire 14
It is provided for hooking the crotch for setting inclined-plane joist 12, inclined-plane joist 12 is positioned.
Wherein, before positioning lacing wire is arranged in muscle hole, the first end of positioning lacing wire is bent to form in advance curved
Hook, and hook in the inclined-plane joist of the first side of inclined-plane wallboard；Muscle hole is worn at second end of positioning lacing wire, using bending
Device bends to the second end for positioning lacing wire, forms crotch and hooks in the inclined-plane joist of the second side of inclined-plane wallboard,
The inclined-plane joist of inclined-plane wallboard both sides is positioned.
Coordinate shown in Fig. 3～5, in the present embodiment, will before positioning lacing wire 14 is arranged in and wear accordingly in muscle hole 13,
In advance the first end 141 of positioning lacing wire 14 is bent into 130 °～140 ° (preferably 135 °) and form crotch, and will positioning lacing wire 14
The second end 142 bend 60 °～90 ° (preferably 90 °), the first end 141 of positioning lacing wire 14 is hooked the located at inclined-plane wallboard 11
In the inclined-plane joist (the inclined-plane joist is not shown in figure) of side, the second end 142 of positioning lacing wire 14 is arranged in into muscle hole 13
In, the inclined-plane joist of the second side that the second end 142 of lacing wire to be positioned 14 passes muscle hole 13 to inclined-plane wallboard 11 (does not show in figure
Show the inclined-plane joist) behind place, the second end 142 of the positioning lacing wire 14 is simply bent using bending device, form crotch
And hook in the inclined-plane joist of the second side of inclined-plane wallboard, so as to complete that the inclined-plane joist of inclined-plane wallboard both sides is carried out to determine
Position.
The bending device adopted in the present invention is manual drag hook bending tool, referring to shown in Fig. 5 and Fig. 6, the bending device
The 15 constraint sleeves 151 for including the second end 142 for being sheathed on positioning lacing wire 14 and the rotation being fixed on the constraint sleeve 151
Spanner 152, the constraint sleeve 151 can adopt the sleeve of larger model to make, and the rotary spanner 152 adopts the reinforcing bar of larger model
Make, both weld and form bending device 15, and rotary spanner 152 is welded on the outer side tube-wall of constraint sleeve 151.By will about
Collar cylinder 151 is entangled through on the second end of the positioning lacing wire of inclined-plane wallboard, is then held rotary spanner 152 and will be positioned lacing wire
Second end to inclined-plane wallboard side bends, and forms crotch, catches on the inclined-plane joist of place side, is positioned, and bending device 15 is grasped
Make convenient and can gather materials on the spot.Certainly bending device is not limited to the structure of above-mentioned " constraint sleeve+rotary spanner ", and other are any
The device that bending reinforcing steel bar can be realized is applied to the present invention, and here is not repeated one by one.
A kind of bevel panel walls reinforcing bar divergence expression arrangement system of the present invention and its construction method are by making inclined-plane wallboard
During, according to the deployment scenarios in the inclined inclined-plane joist of divergence expression, arrange on inclined-plane wallboard in advance in overall diverging
What formula was arranged wears muscle hole, for installing the positioning lacing wire of positioning inclined-plane reinforcing bar, to inclined-plane wallboard early stage optimization design is carried out, and matches somebody with somebody
Close the later stage install positioning lacing wire, facilitate inclined-plane wallboard both sides inclined-plane joist it is fixed and positioned, it is ensured that different incline directions
Inclined-plane joist arrangement specification, uniform, meet design requirement, meanwhile, facilitate site operation, it is to avoid do over again, improve construction
Efficiency.
The present invention is described in detail above in association with drawings and Examples, those skilled in the art can basis
Described above makes many variations example to the present invention.Thus, some of embodiment details should not constitute limitation of the invention,
The present invention is by the scope defined using appended claims as protection scope of the present invention.
Claims (10)
1. a kind of bevel panel walls reinforcing bar divergence expression construction arrangement method, it is characterised in that including step：
Make the inclined-plane wallboard of bevel panel walls；According to the deployment scenarios of the inclined-plane joist of bevel panel walls, in the embrasure
Arrange on plate and wear muscle hole, for installing the positioning lacing wire of the inclined-plane joist；
According to the angle of inclination of bevel panel walls, the inclined-plane wallboard for completing is installed；
Inclined-plane joist is arranged in the both sides of the inclined-plane wallboard；
Make positioning lacing wire, will positioning lacing wire be arranged in it is described wear in muscle hole, and be provided in the two ends of positioning lacing wire
Hook sets the crotch of the inclined-plane joist, and the inclined-plane joist is positioned.
2. a kind of bevel panel walls reinforcing bar divergence expression construction arrangement method as claimed in claim 1, it is characterised in that：In basis
The deployment scenarios of the inclined-plane joist of bevel panel walls, are arranged during wearing muscle hole, according to oblique per root on the inclined-plane wallboard
The length setting direction of face wall muscle 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 claimed in claim 1, it is characterised in that：It is institute
During stating the both sides arrangement inclined-plane joist of 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 claimed in claim 1, it is characterised in that：To determine
Position lacing wire be arranged in it is described in advance the first end of positioning lacing wire is bent to form into crotch before wearing in muscle hole, and hook and be located at inclined-plane
In the inclined-plane joist of the first side of wallboard；Muscle hole is worn in second end of positioning lacing wire through described, using bending device pair
Second end of positioning lacing wire is bent, and is formed crotch and is hooked in the inclined-plane joist of the second side of inclined-plane wallboard, right
The inclined-plane joist of inclined-plane wallboard both 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：To determine
Position lacing wire is arranged in described before wearing in muscle hole, in advance the first end of positioning lacing wire is bent into 130 °～140 ° formation curved
Hook, by the second end of positioning lacing wire 60 °～90 ° are bent, and the first end of positioning lacing wire is hooked located at inclined-plane wallboard
In the inclined-plane joist of the first side, the second end of positioning lacing wire is arranged in into described wearing 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 is included for being sheathed on the constraint sleeve at the second end of 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 claimed in claim 1, it is characterised in that：It is described oblique
Face wall muscle is the vertical cage bar being evenly arranged in divergence expression, according to the deployment scenarios of the inclined-plane joist, in the inclined-plane wallboard
Upper setting wear muscle hole in what overall divergence expression was evenly arranged.
8. a kind of bevel panel walls reinforcing bar divergence expression arranges system, it is characterised in that include：
Inclined-plane wallboard；
Inclined-plane joist, in divergence expression the both sides of the inclined-plane wallboard are evenly arranged in；
Muscle hole is worn, is arranged on the inclined-plane wallboard in overall divergence expression arrangement corresponding to the inclined-plane joist；
Positioning lacing wire, be arranged in it is described wear in muscle hole, the two ends of positioning lacing wire are provided with and set 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：According to oblique per root
The length direction of face wall muscle 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 in the inclined-plane joist of the first side of inclined-plane wallboard；It is described
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 positioning lacing wire is wearing
The crotch hooked in the inclined-plane joist of the second side of inclined-plane wallboard is bent to form after described wearing in muscle hole.
Priority Applications (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 |
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 true CN106592828A (en) | 2017-04-26 |
| CN106592828B CN106592828B (en) | 2019-06-14 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201611138561.3A Active 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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Citations (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 |
-
2016
- 2016-12-12 CN CN201611138561.3A patent/CN106592828B/en active Active
Patent Citations (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 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106592828B (en) | 2019-06-14 |
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