CN209163224U - Steel bar structure of earthquake-resistant building - Google Patents
Steel bar structure of earthquake-resistant building Download PDFInfo
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- CN209163224U CN209163224U CN201821572688.0U CN201821572688U CN209163224U CN 209163224 U CN209163224 U CN 209163224U CN 201821572688 U CN201821572688 U CN 201821572688U CN 209163224 U CN209163224 U CN 209163224U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 12
- 239000010959 steel Substances 0.000 title claims abstract description 12
- 230000002787 reinforcement Effects 0.000 claims abstract description 64
- 230000003014 reinforcing effect Effects 0.000 claims description 176
- 238000010276 construction Methods 0.000 claims description 174
- 238000005452 bending Methods 0.000 claims description 16
- 210000003205 muscle Anatomy 0.000 claims description 15
- 125000006850 spacer group Chemical group 0.000 claims description 4
- 230000001788 irregular Effects 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims description 2
- 238000000465 moulding Methods 0.000 abstract description 3
- 230000035939 shock Effects 0.000 abstract description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract 5
- 238000010586 diagram Methods 0.000 description 23
- 238000013461 design Methods 0.000 description 12
- 238000012545 processing Methods 0.000 description 12
- 238000000034 method Methods 0.000 description 5
- 230000008569 process Effects 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 238000004873 anchoring Methods 0.000 description 2
- 239000012141 concentrate Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000004744 fabric Substances 0.000 description 2
- 241000237858 Gastropoda Species 0.000 description 1
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- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
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- 230000002035 prolonged effect Effects 0.000 description 1
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model provides a steel bar structure of a quake-proof building, which can improve the quake-proof toughness of the whole building, and comprises a column structure unit, a wall structure unit, a beam structure unit and a plate structure unit which are vertically jointed with each other; wherein the column structural unit, the wall structural unit and/or the beam structural unit at least comprise sheet-shaped girding reinforcing steel bars and positioning support reinforcing steel bars fixedly arranged in the sheet-shaped girding reinforcing steel bars; and the edition structure unit is an edition main rib forming an edition, the edition main rib is arranged in parallel to the ground and at least comprises a first edition horizontal main rib and a second edition vertical main rib which are orthogonal to each other. The column structure unit, the wall structure unit and the beam structure unit of the steel bar structure body are respectively provided with consistent assembly members and are formed by special integrated molding of the sheet-shaped enclosure reinforcing steel bars and the reinforcement enclosure reinforcing steel bars, so that enclosure force on the column, the wall and the beam can be strengthened, and the integral shock resistance toughness of the building is improved.
Description
Technical field
The utility model is to particularly relate to a kind of bar construction body of hazard-resisting building about a kind of building.
Background technique
Taiwan position experienced big and small countless earthquakes, in the last hundred years on circum-Pacific seismic belt for hundreds of years
It most allows impressive be no more than 1999 of people that 921 violent earthquakes occur in south throwing collection collection, it is dead not only to cause most personnel
Wound more has ten hundreds of house collapses or is damaged and keeps many common people homeless.
Statistical analysis, in earthquake collapse or impaired house, significant portion is because bar construction is not according to rule
Fixed design drawing says construction and binding, seem reinforcing bar positioning really or be that muscle improving bud grafting is certain etc., be all traditional construction
One of quality that building site occurs most frequently missing, thus cause reinforcing bar can not be generated with concrete it is enough hold inner power so that building
Object is unable to reach the seismic force of design；In addition, traditional reinforcing bar binding program is very complicated, working hour and manpower are not only expended,
And it may also happen that human error, unit of supervising after completion must also compare rebar standards and apply caused by different work team's constructions
Work figure confirms number of steel bars, break and the lap position and length of each structural body one by one, so as to confirming the quality of reinforcement construction
And correctness.
Therefore, in order to improve the above problem, all circles there's no one who doesn't or isn't and the bar construction body to which a kind of hazard-resisting building can be developed,
It can be designed from the bar construction of front end, bar material processing, the planning overall to the bar construction construction progress of rearmost end
It considers, whether designs end, construction end and end of supervising can ensure the quality of building-site construction, and effectively promoted shatter-proof
The bar construction body of building applies quality by figure, trusts consumer the earthquake-proof function of building more.
Utility model content
In view of this, this creator processes construction quality not for manpower in above-mentioned construction method traditional in the prior art
One, the complicated construction of engineering method be not easy and the problems such as that is easy to happen mistake point concentrate on studies it is various possible solution, and discretion is commented
Estimate the various improvement plans for being able to ascend user's experience, and then completes the utility model.
This means, the utility model can provide a kind of bar construction body of hazard-resisting building, be able to ascend the building
Whole shatter-proof toughness, the bar construction body include the rod structure unit for being mutually perpendicular to engagement, wall construction unit, girder construction list
Member and plate structure unit；Wherein the rod structure unit, the wall construction unit and the girder construction unit include at least piece
Shape confinement reinforcing bar and the positioning support reinforcing bar being fixedly arranged among the sheet confinement reinforcing bar；The rod structure unit, the wall knot
The sheet confinement reinforcing bar of structure unit and/or the girder construction unit is to be made of respectively one or more shaped elements；
Each shaped element is to be bent to form by a reinforcing bar for the enclosed construction with multiple bending parts and at least one closure,
And its chamfered shape is any one of rectangle, T-type, L-type, regular polygon, irregular polygon；The rod structure unit,
The positioning support reinforcing bar of the wall construction unit is to be arranged perpendicular to the ground, and the positioning support reinforcing bar of the girder construction unit is flat
The setting of row ground；And the plate structure unit is the edition owner's muscle for constituting the space of a whole page, edition owner's muscle is the setting of parallel ground, and extremely
Few includes the orthogonal each other horizontal main reinforcement of the first edition and the vertical main reinforcement of the second edition.
An embodiment according to the present utility model, wherein the rod structure unit, the wall construction unit, the girder construction
Unit and/or the plate structure unit further include reinforcement confinement reinforcing bar, and the reinforcement confinement reinforcing bar is by an at least Zhi Gang
Muscle fabrication design is the enclosed construction of multiple bending parts and an at least closure.
An embodiment according to the present utility model, wherein the positioning support reinforcing bar for the rod structure unit is and ground
Vertically and in parallel to each other interval is arranged, multiple sheet confinement reinforcing bars and multiple reinforcement confinement steel for the rod structure unit
Muscle is sequentially staggeredly to be sheathed on the multiple positioning support reinforcing bar and form the rod structure unit.
An embodiment according to the present utility model, wherein the positioning support reinforcing bar for the wall construction unit is and ground
Vertically and in parallel to each other interval setting, multiple sheet confinement reinforcing bars for the wall construction unit be sheathed on it is the multiple
Positioning support reinforcing bar and form the wall construction unit.
An embodiment according to the present utility model, wherein the positioning support reinforcing bar for the girder construction unit is and ground
Interval is arranged in parallel and in parallel to each other, for multiple sheet confinement reinforcing bars of the girder construction unit and the multiple positioning branch
Support reinforcing bar and interconnected group is vertical forms the girder construction unit.
An embodiment according to the present utility model, wherein for the wall construction unit, the girder construction unit and described
The reinforcement confinement reinforcing bar of plate structure unit is to be set to the position for wearing pipeline.
An embodiment according to the present utility model, the sheet confinement reinforcing bar of the rod structure unit are one or four side type structures,
And there are multiple rectangular areas arranged at more palace trellis inside the quadrilateral structure.
An embodiment according to the present utility model, wherein any side of the sheet confinement reinforcing bar of the rod structure unit into
One step, which forms outwardly extending pipeline confinement area or adds, makes type area.
An embodiment according to the present utility model, wherein at least a side of the sheet confinement reinforcing bar of the rod structure unit
A Qiang Duan confinement area is extended further out out, Qiang Duan confinement area is the corresponding wall end with the rod structure cell abutment
Position.
An embodiment according to the present utility model, the sheet confinement reinforcing bar of the girder construction unit be a quadrilateral structure,
Or the internal quadrilateral structure with one or more rectangular areas, and the multiple rectangular area is arranged in parallel.
An embodiment according to the present utility model, wherein any side of sheet confinement reinforcing bar of the girder construction unit is into one
Step is comprising an outwardly extending pipeline confinement area or plus makes type area.
An embodiment according to the present utility model, wherein at least a side of the sheet confinement reinforcing bar of the girder construction unit
It extends further out to form a Ban Duan confinement area, Ban Duan confinement area is the corresponding version end with the girder construction cell abutment
Position.
An embodiment according to the present utility model, wherein the appearance profile shape of the reinforcement confinement reinforcing bar of the rod structure unit
Shape is in any one of geometrically symmetric figure and helicoidal structure.
An embodiment according to the present utility model, wherein the girder construction unit, wall construction unit and plate structure unit
Any one of the appearance profile shape * font of reinforcement confinement reinforcing bar, cross and X font.
An embodiment according to the present utility model, wherein the shaped element of the sheet confinement reinforcing bar and the reinforcement confinement
The closure quantity of reinforcing bar is at most 2.
An embodiment according to the present utility model, wherein the shaped element of the sheet confinement reinforcing bar, the reinforcement confinement
The closure of reinforcing bar be welded to each other with the both ends of a reinforcing bar, being parallel to each other overlap joint or bends the both ends of the reinforcing bar
Enclosed construction is constituted in the form of crotch.
Detailed description of the invention
Fig. 1 is the partial structurtes signal of the bar construction body of hazard-resisting building in the embodiment for show the utility model
Figure.
Fig. 2A to Fig. 2 D is the knot shown in the utility model for the sheet confinement reinforcing bar of different rod structure units respectively
Structure schematic diagram.
Fig. 3 is to show that the sheet confinement reinforcing bar of Fig. 2A has the structural schematic diagram in pipeline confinement area.
Fig. 4 is to show that the sheet confinement reinforcing bar of Fig. 2A has the structural schematic diagram in pipeline confinement area and Qiang Duan confinement area.
Fig. 5 A to Fig. 5 D is the knot shown in the utility model for the sheet confinement reinforcing bar of different wall construction units respectively
Structure schematic diagram.
Fig. 6 A to Fig. 6 C is the sheet confinement bar construction for different girder construction units for showing the utility model respectively
Schematic diagram.
Fig. 7 A is to show that the sheet confinement reinforcing bar of Fig. 6 A has the structural schematic diagram in pipeline confinement area.
Fig. 7 B is to show that the sheet confinement reinforcing bar of Fig. 6 B has the structural schematic diagram in pipeline confinement area.
Fig. 8 A to Fig. 8 F is that sheet confinement of the display respectively for different girder construction units has Ban Duan confinement area and/or wall
Hold the structural schematic diagram in confinement area.
Fig. 9 A to 9D is that the sheet confinement reinforcing bar for showing in Fig. 2A to Fig. 2 D respectively is added the structure of reinforcement confinement reinforcing bar and shown
It is intended to.
Figure 10 A to Figure 10 C is display respectively when the reinforcement confinement reinforcing bar is illustrated for the appearance profile of rod structure unit
Figure.
Figure 11 A to Figure 11 C is display respectively when the reinforcement confinement reinforcing bar is used for girder construction unit, wall construction unit or version
The appearance profile schematic diagram of structural unit.
Figure 12 is the structural schematic diagram for showing the structural unit designing system in the utility model.
Figure 13 is sheet confinement reinforcing bar, the positioning support steel for showing an embodiment centre-pillar structure unit of the utility model
The structural schematic diagram of muscle and reinforcement confinement reinforcing bar.
Figure 14 is the sheet confinement reinforcing bar and positioning support steel of wall construction unit in the embodiment for show the utility model
The structural schematic diagram of muscle.
Figure 15 A is to show reinforcement confinement steel-bar arrangement in wall construction unit or the structural schematic diagram of plate structure unit respectively.
Figure 15 B is display reinforcement confinement steel-bar arrangement in the structural schematic diagram of girder construction unit.
Wherein: 10: sheet confinement reinforcing bar；101: shaped element；1011: the first shaped elements；1012: the second configurations member
Part；1013: third shaped element；1014: the four shaped elements；1015: the five shaped elements；1016: the six shaped elements；
1017: the seven shaped elements；1018: the eight shaped elements；101A: bending part；101B: closure；101C: rectangular area；
102: pipeline confinement area；The confinement area 103: Qiang Duan；The confinement area 104: Ban Duan；20: reinforcement confinement reinforcing bar；30: positioning support steel
Muscle；40: pipeline；60: reinforcement diagonal bar；P1: rod structure unit；P2: wall construction unit；P21: wall opening portion；P3: girder construction list
Member；P4: plate structure unit；S: electronic device；90: structural unit designing system；901: receiving module；902: rod structure unit fortune
Calculate mould group；903: wall construction unitary operation mould group；904: processing configuration inputs mould group；905: processing system, which enables, generates mould group.
Specific embodiment
Hereinafter, the performance for the utility model enumerates different specific embodiments and more fully hereinafter describes and say
It is bright, it should be readily appreciated that keep the spirit of the utility model more complete with content；However, having usually intellectual in this field
It will be clear that the utility model is not only restricted to these examples certainly, also using other same or impartial function and step
Sequence reaches the utility model.
Aforementioned and other technology contents, feature and effect in relation to the utility model refer to the reality of schema in following cooperation
It applies in the detailed description of example, can clearly present.The direction term being previously mentioned in following embodiment, such as: upper and lower, left,
It is right, front or rear etc., it is only for the direction referring to alterations.Therefore, the direction terms such as this be only for explanation not for
The utility model is limited, the utility model, which is worked as, to be realized in such a way that other are any.
Firstly, referring to Fig. 1, it is to show that the bar construction body of the reinforcing hazard-resisting building of the utility model is partially schematic
Figure, being includes rod structure unit P1, wall construction unit P2, girder construction unit P3 and the plate structure unit for being mutually perpendicular to engagement
P4；Wherein the rod structure unit P1, the wall construction unit P2 be arranged perpendicular to the ground, and the girder construction unit P3 and
Plate structure unit P4 is then parallel ground setting.
Technical idea according to the present utility model, the rod structure unit P1, the wall construction unit P2 and/or described
Girder construction unit P3 includes at least sheet confinement reinforcing bar and positioning support reinforcing bar.The planform meeting of the sheet confinement reinforcing bar
Different with different structure unit is set to, the more positioning support reinforcing bars are to be arranged in multiple sheet confinement reinforcing bars
Among, and mutually organize to stand and be respectively formed the rod structure unit P1, the wall construction unit P2 and/or the girder construction list
First P3；Since rod structure unit P1, wall construction unit P2 and girder construction unit P3 are structures independent, construction worker can
With the sequence and quantity assembled according to actual demand arrangement；Also, the biography bound in beam form also can be used in the girder construction unit
System mode assembles forming.In addition, the plate structure unit P4 is edition owner's muscle to constitute the space of a whole page, edition owner's muscle includes at least mutual
For the orthogonal horizontal main reinforcement of the first edition and the horizontal main reinforcement of the second edition.
From the above, the sheet confinement reinforcing bar is made of one or more shaped elements, each shaped element
It is to be bent to form by a reinforcing bar for the enclosed construction with multiple bending parts and at least one closure, and its chamfered shape is
Any one of rectangle, T-type, L-type, regular polygon, irregular polygon are tied accordingly according to the sheet confinement reinforcing bar
Depending on structure unit.
It for example, is as shown in Fig. 2A to Fig. 2 D when the sheet confinement reinforcing bar is for rod structure unit P1
Structure.Wherein, as shown in Figure 2 A, the sheet confinement reinforcing bar 10 is made of a shaped element 101, the configuration
Element 101 is the bending part 101A and 2 closures for being sequentially connected and being not less than 90 degree at least ten with a reinforcing bar
The quadrilateral structure that 101B is constituted, and there are multiple rectangular areas arranged at more palace trellis inside the quadrilateral structure.
The closure 101B is not formed in a manner of forming anchoring to the structure centre of shaped element 101 in the form of crotch, but not
It is formed (not shown) as limit, in a manner of closure is also possible to the both ends of reinforcing bar to weld, overlapped, therefore closure
Quantity is at least 1, is at most 2.
In addition, each sheet confinement reinforcing bar 10 is by more than two 101 institutes of shaped element as shown in Fig. 2 B to Fig. 2 D
Composition, each shaped element are to be bent to form respectively with a reinforcing bar, and the shape and size of each structure element
It can be identical or not identical, further, the inside of the shaped element can bend out at least one again with reinforcing bar
Loop, so as to the intensity of lifting column structural unit.For example, the difference of the sheet confinement reinforcing bar 10 in Fig. 2 B, Fig. 2 C and Fig. 2 D exists
In one first shaped element 1011, multiple second shaped elements 1012 in sheet confinement reinforcing bar 10 shown in Fig. 2 B and multiple
Third shaped element 1013 is respectively rectangular configuration independent, wherein the face that first shaped element 1011 is constituted
Product is greater than the area that second shaped element 1012 and third shaped element 1013 are constituted, and second shaped element
1012 and third shaped element 1013 inside of first shaped element 1011 is all set.
The multiple second shaped element 1012 is that first shaped element 1011 is parallel to along same axial direction,
In this embodiment, the quantity of the multiple second shaped element 1012 is three, but is not limited thereto, the second shaped element
1012 quantity can be one or multiple；And when the quantity of the second shaped element 1012 is multiple, each second structure
Type element 1012 be formed by rectangular area can be it is identical or not identical.
Also, the multiple third shaped element 1013 is along the same axis vertical with second shaped element 1012
To the inside for being parallel to first shaped element 1011, thus the multiple third shaped element 1013 be with it is described more
A second shaped element 1012 is mutually perpendicular to coincide affixed, makes to be the arrangement of more palace trellis inside sheet confinement reinforcing bar 10.It is real herein
It applies in example, the quantity of the multiple third shaped element 1013 is two, but is not limited thereto, third shaped element 1013
Quantity can be one or multiple；And when the quantity of third shaped element 1013 is multiple, each third shaped element
1013 be formed by rectangular area can be it is identical or not identical.
In addition, sheet confinement reinforcing bar 10 shown in fig. 2 C is by one the 4th shaped element 1014, one the 5th shaped element
1015, one the 6th shaped element 1016 is constituted, the 4th shaped element 1014, the 5th shaped element 1015, described
6th shaped element 1016 is the enclosed construction formed after bending by a reinforcing bar respectively, the 5th shaped element
1015 and the 6th shaped element 1016 be vertically to be folded the inside for being fixed in the 4th shaped element 1014 each other.Described
The inside of five shaped elements 1015 and the 6th shaped element 1016 is respectively provided at least one loop, makes in sheet confinement reinforcing bar 10
Portion is the arrangement of more palace trellis.
Then, sheet confinement reinforcing bar 10 shown in Fig. 2 D is then by one the 7th shaped element 1017, Ji Yi eight configurations member
Part 1018, which overlaps each other, to be formed.7th shaped element 1017 and the 8th shaped element 1018 are respectively by one
The enclosed construction that reinforcing bar is formed after bending, and the 7th shaped element 1017 and the 8th shaped element 1018
It is internal that all there is at least one loop, make to be more palace trellis arrangements inside sheet confinement reinforcing bar 10.
The above is only for example, be not limited thereto, user can be according to the actual demand of fabric structure by
One shaped element, 1011 to the 8th arbitrarily collocation of shaped element 1018 uses, and then constitutes sheet confinement reinforcing bar 10.
Also, technical idea according to the present utility model, the chamfered shape of the sheet confinement reinforcing bar for rod structure unit P1
It can also be changed according to the setting position of rod structure unit；For example, as shown in figure 3, when pipeline designs must be along building
When the cylinder setting of object, the side of the sheet confinement reinforcing bar 10 for pole unit structure P1, which can be formed further with, to extend outwardly
Pipeline confinement area 102, pipeline confinement area 102 is with so that pipeline is worn；Furthermore as shown in Fig. 4, in order to make column wall
Structure connection it is more firm, at least a side of the sheet confinement reinforcing bar of the rod structure unit P1 may further be to extension
A Qiang Duan confinement area 103 is stretched out, Qiang Duan confinement area 103 is the position respectively corresponded with the wall end of the rod structure cell abutment
It sets.
It then, is the knot as shown in Fig. 5 A to Fig. 5 D when the sheet confinement reinforcing bar is for wall construction unit P2
Structure, each sheet confinement reinforcing bar 10 are to be made of respectively a shaped element 101, and the wheel profile of each shaped element
Shape is sequentially respectively linear type, T font, L-shaped and ㄇ font；Further, the inside of the shaped element 101 can be with
At least one loop (as shown in Figure 5A) is bent out with reinforcing bar again, so as to promoting the intensity of wall construction unit P2.
The wall construction unit P2 is to be set to building wall junction, wall corner portion or wall end, and can be via extremely
Few one or more wall construction unit and the wall main reinforcement for constituting metope combine to form a complete building wall structure, institute
Stating wall main reinforcement includes the orthogonal each other horizontal main reinforcement of wall and the vertical main reinforcement of wall.Therefore the configuration member of the sheet confinement reinforcing bar is constituted
The chamfered shape of part can be different according to the setting position of the wall construction unit P2；For example, when the wall knot
Structure unit P2 is when being set to wall junction or wall corner portion, to constitute the chamfered shape of the shaped element of the sheet confinement reinforcing bar
For the Position Design that can join or turn according to wall at T-shaped, L-shaped and the shape of ㄇ font, this practice is turned to wall
Corner and wall junction are avoided when earthquake is to attack, wall corner portion or wall junction by different directions stress and produce
Raw torsion, causes the destruction at the place；And when the wall construction unit P2 is to be set to wall end, constitute the sheet confinement
The chamfered shape of the shaped element of reinforcing bar can be designed to the shape of linear type, and can be further in the shaped element
Loop is bent out with reinforcing bar inside both ends, and then reinforces the intensity at wall end, when wall end being avoided to crack, crack is prolonged with wall end
Extend to entire wall.
In addition, being the knot as shown in Fig. 6 A to 6C when the sheet confinement reinforcing bar is for girder construction unit P3
Structure, each sheet confinement reinforcing bar 10 are to be made of respectively a chamfered shape the shaped element 101 of rectangle；In addition, such as
Shown in Fig. 6 B, the inside of the shaped element 101 is also provided with further bent via reinforcing bar made of a rectangular area
101C, and the inside of the shaped element 101 is equipped with two parallels made of further bending via reinforcing bar as shown in Figure 6 C
The rectangular area 101C of column.But it being not limited thereto, user can design the quantity of rectangular area 101C according to actual needs,
And each rectangular area is arranged in parallel each other.
Also, technical idea according to the present utility model, the chamfered shape of the sheet confinement reinforcing bar for girder construction unit P3
It can also be changed according to the setting position of girder construction unit P3；For example, when pipeline designs must be along the beam body of building
When setting, the side of the sheet confinement reinforcing bar 10 for beam element structure P3 can be formed further with outwardly extending pipeline
Confinement area 102, pipeline confinement area 102 are with so that pipeline is worn, and as shown in figs. 7 a and 7b, wherein Fig. 7 A is display
The sheet confinement reinforcing bar of Fig. 6 A has the structural schematic diagram in pipeline confinement area, and Fig. 7 B is the sheet confinement reinforcing bar tool for showing Fig. 6 B
There is the structural schematic diagram in pipeline confinement area.Furthermore it is more firm in order to connect beam plate structure or beam sturcture, in the beam knot
At least a side of the sheet confinement reinforcing bar 10 of structure unit P3 may further extend outward a Ban Duan confinement area 104 and/or
Qiang Duan confinement area 103, Ban Duan confinement area 104 is the position at the corresponding version end adjacent with the girder construction unit P3, and institute
Shu Qiangduan confinement area 103 is then the position at the wall end of corresponding wall construction cell abutment, as shown in Fig. 8 A to Fig. 8 C, to show respectively
Sheet confinement reinforcing bar shown in diagram 6A separately or concurrently has 103 structural representation of Ban Duan confinement area 104 and Qiang Duan confinement area
Figure；In addition, Fig. 8 D to Fig. 8 F is then to show that sheet confinement reinforcing bar shown in Fig. 6 B separately or concurrently has Ban Duan confinement area respectively
104 and Qiang Duan confinement area, 103 structural schematic diagram.
Also, technical idea according to the present utility model, above-mentioned is set to rod structure unit P1's or girder construction unit P3
Pipeline confinement area 102 can also make type area as adding, described plus make type Qu Shi designer for the appearance of fabric structure
Moulding demand, and the side of the sheet confinement reinforcing bar in rod structure unit P1 or girder construction unit P3 can be formed further with
Outwardly extending closed area, it is described at this time plus make type area and not worn for pipeline, but in response to the design of building
Demand forms.
Then, technical idea according to the present utility model, in order to promote the intensity of bar construction body, in other embodiments
Reinforcement confinement reinforcing bar can also further be added, the reinforcement confinement reinforcing bar is bent by a reinforcing bar, or by more
It is composed after the bending of branch reinforcing bar, for being set in the reinforcing bar mould group of each structural unit.
For example, Fig. 9 A to 9D is please referred to, to show that Fig. 2A to Fig. 2 D adds the structural representation of reinforcement confinement reinforcing bar respectively
Figure.As shown in Fig. 9 A to Fig. 9 D, the reinforcement confinement reinforcing bar 20 is the position that the geometric centroid of the sheet confinement reinforcing bar 10 is arranged
It sets, and cooperates different structure, combined each other with the sheet confinement reinforcing bar 10.
The chamfered shape of technical idea according to the present utility model, the reinforcement confinement reinforcing bar 20 is not limited especially
System such as can be circle as shown in Figure 10 A, be also possible to ellipse, rectangle, triangle or polygon at any geometric figure；
In addition, the reinforcement confinement reinforcing bar 20 is also possible to form open helicoidal structure by a reinforcing bar bending, such as scheme
Stereo spiral shape structure shown in 10B and Figure 10 C and snail shape structure.
Then, Figure 11 A to Figure 11 C is please referred to, for display when the reinforcement confinement reinforcing bar 20 is used for girder construction unit
The appearance profile schematic diagram of P3, wall construction unit P2 and plate structure unit P4, sequentially respectively * font, cross and X font,
Its center is to wear for pipeline, and in this embodiment, the multiple reinforcement confinement reinforcing bar 20 is bent by a reinforcing bar
It forms, but not limited to this, also can use after more reinforcing bars are bent to form the shaped element of enclosing square respectively, is combined into
Above-mentioned * font, cross and X font structure.
Technical idea according to the present utility model, the shaped element and reinforcement confinement reinforcing bar of sheet confinement reinforcing bar be respectively with
One reinforcing bar bending is constituted, and the both ends of reinforcing bar are by welding, overlap or enclosed in the form of crotch to shaped element and reinforcement
The mode that the structure centre of beam reinforcing bar forms anchoring constitutes enclosed construction.
Technical idea according to the present utility model, piece corresponding with rod structure unit, wall construction unit and girder construction unit
The engineering case information of digitized format further can also be inputted one other than can be via engineer by shape confinement reinforcing bar
Structural unit designing system designs.Figure 12 is please referred to, for the structural schematic diagram of display structural unit designing system.Herein
In embodiment, the structural unit designing system 90 is operate in electronic device S, and the electronic device S can be desktop
Computer, notebook computer, Smartphone or lithographic plate computer etc..The structural unit designing system 90 includes receiving module
901, rod structure unitary operation mould group 902, wall construction unitary operation mould group 903, processing configuration input mould group 904 and processing system
It enables and generates mould group 905.
The receiving module 901 is for receiving engineering case information, and by the engineering case data transmission to institute
State rod structure unitary operation mould group, wall construction unitary operation mould group；It is flat that the engineering case information includes at least architectural drawing, structure
Face figure, arrangement of reinforcement and water power piping drawing.The rod structure unitary operation mould group 902 is used for will according to the engineering case information
The rod structure unit of each floor of bar construction body of the hazard-resisting building carries out shatter-proof toughness and optimizes the Automation Design, and
Generate corresponding sheet confinement reinforcing bar configuration picture；The wall construction unitary operation mould group 903 is used for according to the engineering case information
Operation capture the wall junction of the wall construction unit of each floor of bar construction body of the hazard-resisting building, wall corner portion,
And wall end, and generate the sheet confinement reinforcing bar configuration picture of the reinforcing bar mould group of corresponding the multiple wall construction unit.
The processing configuration converges input mould group 904 to receive from the rod structure unitary operation mould group, wall construction list
The rod structure unit that n ary operation mould group and user separately input, the wall construction unit, the girder construction unit piece
The digitized format document of shape confinement reinforcing bar configuration picture and reinforcement confinement reinforcement drawing is simultaneously sent to the processing system order generation mould group
905；The processing system, which enables, generates mould group 905 to according to the rod structure unit, the wall construction unit, girder construction unit
Sheet confinement reinforcing bar configuration picture and reinforcement confinement reinforcement drawing generate corresponding finished product processing system and enable；The finished product processing system enables extremely
Bar gauge, bending length and process less comprising the multiple shaped element and reinforcement confinement reinforcing bar and the journey once cut
Sequence instruction.After obtaining the finished product processing system order via above-mentioned structural unit designing system 90, it can be processed according to the finished product
The instruction that system enables utilizes sheet confinement reinforcing bar needed for anglebender completion.
Then, Figure 13 is please referred to, is the structural schematic diagram of display column's structural unit, in this embodiment, the column knot
Structure unit P1 includes more positioning support reinforcing bars 30, multiple steel sheet muscle enclose beams 10 as shown in Fig. 9 A and reinforcement confinement reinforcing bar
20, the multiple positioning support reinforcing bar 30 is reinforcing bar used in axial direction as support column arrangement unit P1, it is perpendicular to the ground and
Interval setting in parallel to each other, and the multiple steel sheet muscle enclose beam 10 and multiple reinforcement confinement reinforcing bars 20 are handed over sequentially
Mistake is set in rod structure unit P1 radially.Wherein each bending part in each multiple steel sheet muscle enclose beam 10 all with a Zhi Ding
Position spacer bar 30 engages, and the reinforcement confinement reinforcing bar 20 be at least with four positioning support reinforcing bars 30 symmetrically
Uniformly distributed engagement, juncture do not limit herein, can be via modes such as strapped or welding.The column knot of other different structure kenels
Structure unit is also to assemble by this method, and this will not be repeated here.
In addition, in the present embodiment, the wall construction unit, in girder construction unit positioning support reinforcing bar and sheet enclose
The assembling mode of beam reinforcing bar is identical as rod structure unit, and wall construction unit P2 as shown in figure 14 is by multiple as shown in Figure 5 B
Sheet confinement reinforcing bar 10 and Duo Zhi positioning support reinforcing bar 30 assemble.In addition, for wall construction unit, with girder construction unit
Reinforcement confinement reinforcing bar is in order to which when there is local pipeline to pass through girder construction or wall construction, it is strong that reinforcement wears shearing resistance caused by pipeline
Degree reduce and stress concentrate the problems such as, therefore by reinforcement confinement reinforcing bar engagement pipeline outside, be accordingly used in wall construction unit,
With the setting position of the reinforcement confinement reinforcing bar of girder construction unit can be with the position in local pipeline wall or beam depending on, Figure 15 A is
Show that reinforcement confinement steel-bar arrangement shows reinforcement confinement steel-bar arrangement in structural schematic diagram, Figure 15 B of wall construction unit P2 respectively
In the structural schematic diagram of girder construction unit P3.In addition, in other embodiments, the reinforcement confinement reinforcing bar can also cooperate pipeline
Position is arranged among plate structure unit；And when reinforcement confinement steel-bar arrangement is among plate structure unit, set-up mode with
It is identical to be set to wall construction unit, as shown in fig. 15.
Then, referring again to Fig. 1, the column knot of a floor needed for the bar construction body for constituting the hazard-resisting building
Structure unit, the wall construction unit, the girder construction unit and plate structure unit connect after being completed, can be by each structure list
Member is engaged, to form an at least floor for the building bar construction；Juncture is not limited especially, can be with
Binding, welding are handed over or to be anchored the prior arts such as crotch embedded structure unit is fixed, this will not be repeated here using taking.In addition,
Reinforcement diagonal bar 60 can also be further arranged in the bent angle position of wall opening portion P21 in wall construction unit P2, avoid in earthquake
It generates crack and causes seepy question.Then, each floor of the building bar construction body is sequentially assembled from the bottom to top
Obtain the building bar construction body of the utility model.
As can be seen from the above embodiments, the bar construction body of building is utilized comprehensive complete planning by the utility model,
So that each rod structure unit, wall construction unit, girder construction unit are respectively provided with the assembled component of consistency, and enclosed via sheet
The special integrated molding of beam reinforcing bar and reinforcement confinement reinforcing bar is constituted, and can be strengthened the surrounding bundle force for column, wall and beam, be made to build
The shock resistance of object entirety is promoted；In addition, being not only able to unify each rod structure list respectively via systematic design and construction method
The size and shape of sheet confinement reinforcing bar used in member, wall construction unit, girder construction unit and reinforcement confinement reinforcing bar, can be with
It completes to process in processing space in advance, can reduce the human error that may cause in construction, and then construction can be substantially improved
Quality and speed of application.
In conclusion it is as listed above for embodiment in illustrated and specifically described the content of the utility model
, however the utility model is not only defined in these embodiments.Have in the utility model technical field logical
Normal skill is it is to be understood that without departing from the spirit and scope of the utility model, when can carry out various change and modification again；
For example, each technology contents illustrated by previous embodiment are combined or are changed and become new embodiment, these realities
It applies mode and is also considered as the affiliated content of the utility model certainly.Therefore, the range to be protected of this case also packet claims and its
The range defined.
Claims (15)
1. a kind of bar construction body of hazard-resisting building, which is characterized in that it is able to ascend the shatter-proof toughness of the building entirety,
The bar construction body is at least to be combined with each other institute by rod structure unit, wall construction unit, girder construction unit and plate structure unit
The structural body of composition；Wherein
The rod structure unit, the wall construction unit and/or the girder construction unit include at least sheet confinement reinforcing bar and
The positioning support reinforcing bar being fixedly arranged among the sheet confinement reinforcing bar；
The sheet confinement reinforcing bar of the rod structure unit, the wall construction unit and/or the girder construction unit is difference
It is made of one or more shaped elements；Each shaped element is to be bent to form by a reinforcing bar as with multiple bending parts
And the enclosed construction of at least one closure, and its chamfered shape is rectangle, T-type, L-type, regular polygon, irregular polygon
Any one of；
The rod structure unit, the wall construction unit positioning support reinforcing bar be to be arranged perpendicular to the ground, and the girder construction list
The positioning support reinforcing bar of member is parallel ground setting；And
The plate structure unit is the edition owner's muscle for constituting the space of a whole page, and edition owner's muscle is the setting of parallel ground, and is included at least each other
The horizontal main reinforcement of the orthogonal first edition and the vertical main reinforcement of the second edition.
2. the bar construction body of hazard-resisting building according to claim 1, which is characterized in that the rod structure unit, institute
It states wall construction unit, the girder construction unit and/or the plate structure unit and further includes reinforcement confinement reinforcing bar, the benefit
Strong confinement reinforcing bar is the enclosed construction that multiple bending parts and an at least closure are designed as by an at least steel bar meter.
3. the bar construction body of hazard-resisting building according to claim 2, which is characterized in that the rod structure unit is determined
Position spacer bar be it is perpendicular to the ground and in parallel to each other interval setting, multiple sheet confinement reinforcing bars of the rod structure unit and
Multiple reinforcement confinement reinforcing bars are sequentially staggeredly to be sheathed on the multiple positioning support reinforcing bar and form the rod structure unit.
4. the bar construction body of hazard-resisting building according to claim 2, which is characterized in that the wall construction unit is determined
Position spacer bar is perpendicular to the ground and interval setting, multiple sheet confinement reinforcing bars of the wall construction unit are in parallel to each other
It is sheathed on the multiple positioning support reinforcing bar and forms the wall construction unit.
5. the bar construction body of hazard-resisting building according to claim 2, which is characterized in that the girder construction unit is determined
Position spacer bar be it is parallel to the ground and in parallel to each other interval setting, multiple sheet confinement reinforcing bars of the girder construction unit with
The interconnected group of the multiple positioning support reinforcing bar is vertical to form the girder construction unit.
6. the bar construction body of hazard-resisting building according to claim 2, which is characterized in that the wall construction unit, institute
The reinforcement confinement reinforcing bar for stating girder construction unit and the plate structure unit is to be set to the position for wearing pipeline.
7. the bar construction body of hazard-resisting building according to claim 1, which is characterized in that the piece of the rod structure unit
Shape confinement reinforcing bar is a quadrilateral structure, and has multiple rectangle regions in the arrangement of more palace trellis inside the quadrilateral structure
Domain.
8. the bar construction body of hazard-resisting building according to claim 7, which is characterized in that the piece of the rod structure unit
Any side of shape confinement reinforcing bar, which is further formed outwardly extending pipeline confinement area or adds, makes type area.
9. the bar construction body of hazard-resisting building according to claim 7, which is characterized in that the piece of the rod structure unit
At least a side of shape confinement reinforcing bar extends further out out a Qiang Duan confinement area, Qiang Duan confinement area correspondence and the column
The position at the adjacent wall end of structural unit.
10. the bar construction body of hazard-resisting building according to claim 1, which is characterized in that the girder construction unit
Sheet confinement reinforcing bar is a quadrilateral structure or the internal quadrilateral structure with one or more rectangular areas, and described more
A rectangular area is arranged in parallel.
11. the bar construction body of hazard-resisting building according to claim 10, which is characterized in that the girder construction unit
Any side of sheet confinement reinforcing bar, which further includes an outwardly extending pipeline confinement area or adds, makes type area.
12. the bar construction body of hazard-resisting building according to claim 10, which is characterized in that the girder construction unit
At least a side of sheet confinement reinforcing bar extends further out to form a Ban Duan confinement area, Ban Duan confinement area correspondence and institute
State the position at the version end of girder construction cell abutment.
13. the bar construction body of hazard-resisting building according to claim 2, which is characterized in that the rod structure unit
The appearance profile shape of reinforcement confinement reinforcing bar is in any one of geometrically symmetric figure and helicoidal structure.
14. the bar construction body of hazard-resisting building according to claim 2, which is characterized in that the girder construction unit, wall
Any in the appearance profile shape * font of the reinforcement confinement reinforcing bar of structural unit and plate structure unit, cross and X font
Kind.
15. the bar construction body of hazard-resisting building according to claim 2, which is characterized in that the sheet confinement reinforcing bar
Shaped element, the reinforcement confinement reinforcing bar closure be welded to each other with the both ends of a reinforcing bar, be parallel to each other overlap joint or
It is that the both ends bending of the reinforcing bar is constituted into enclosed construction in the form of crotch.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| TW107211191 | 2018-08-15 | ||
| TW107211191U TWM576183U (en) | 2018-08-15 | 2018-08-15 | Rebar structure for earthquake resistant building |
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| Publication Number | Publication Date |
|---|---|
| CN209163224U true CN209163224U (en) | 2019-07-26 |
Family
ID=66996897
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821572688.0U Active CN209163224U (en) | 2018-08-15 | 2018-09-26 | Steel bar structure of earthquake-resistant building |
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| Country | Link |
|---|---|
| JP (1) | JP3223582U (en) |
| CN (1) | CN209163224U (en) |
| PH (1) | PH22019000250Y1 (en) |
| TW (1) | TWM576183U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110835978A (en) * | 2018-08-15 | 2020-02-25 | 戴云发 | Reinforcing steel bar structure, reinforcement design construction method thereof and assembling method of reinforcing steel bar module |
| KR20210035515A (en) * | 2019-09-24 | 2021-04-01 | 현대건설주식회사 | Tie bar for steel reinforcement structure of reinforced concrete and method for making the same |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112942630B (en) * | 2021-04-12 | 2022-08-09 | 中建二局第二建筑工程有限公司 | Construction method of embedded single-piece type steel plate-concrete combined shear wall |
| CN113821851A (en) * | 2021-06-25 | 2021-12-21 | 中国二十冶集团有限公司 | Three-dimensional modeling-based fine adjustment method for reinforcing ribs at corners of pool wall |
-
2018
- 2018-08-15 TW TW107211191U patent/TWM576183U/en unknown
- 2018-09-26 CN CN201821572688.0U patent/CN209163224U/en active Active
-
2019
- 2019-02-26 PH PH22019000250U patent/PH22019000250Y1/en unknown
- 2019-08-07 JP JP2019002957U patent/JP3223582U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110835978A (en) * | 2018-08-15 | 2020-02-25 | 戴云发 | Reinforcing steel bar structure, reinforcement design construction method thereof and assembling method of reinforcing steel bar module |
| KR20210035515A (en) * | 2019-09-24 | 2021-04-01 | 현대건설주식회사 | Tie bar for steel reinforcement structure of reinforced concrete and method for making the same |
| KR102239493B1 (en) * | 2019-09-24 | 2021-04-12 | 현대건설(주) | Tie bar for steel reinforcement structure of reinforced concrete and method for making the same |
Also Published As
| Publication number | Publication date |
|---|---|
| TWM576183U (en) | 2019-04-01 |
| JP3223582U (en) | 2019-10-17 |
| PH22019000250U1 (en) | 2020-12-11 |
| PH22019000250Y1 (en) | 2020-12-11 |
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