CN205653892U - Roof beam and extension structure's steel reinforcing structure for binding and reinforced concrete structure - Google Patents
Roof beam and extension structure's steel reinforcing structure for binding and reinforced concrete structure Download PDFInfo
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- CN205653892U CN205653892U CN201620262638.7U CN201620262638U CN205653892U CN 205653892 U CN205653892 U CN 205653892U CN 201620262638 U CN201620262638 U CN 201620262638U CN 205653892 U CN205653892 U CN 205653892U
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Abstract
The utility model provides a join with kind of a steel reinforcing structure, including the muscle body, it has a first end and a second is held, the muscle body still has a plurality of kinks, the figure of a plurality of kinks is more than or equal to 8, has the reinforcing bar section between the adjacent kink, and wherein 2 a set of continuous reinforcing bar sections that the kink met are used for forming an at least extension structure at least, and the reinforcing bar section that all the other kinks met is used for forming a main bearing structure, wherein main bearing structure is the roof beam, extension structure can be for in wall body and the version at least one or its combination. In another embodiment, steel reinforcing structure can have a plurality of main muscle and a plurality of stirrup that comprises the muscle body, and a plurality of stirrup covers are located on the main muscle and are formed a structure. The structure still combines in order to form reinforced concrete structure with the concrete to constitute the primary structure of building.
Description
Technical field
This utility model relates to a kind of bar construction, particularly relate to a kind of stirrup being made up of single reinforcing bar with
It is applied to the main supporting structure of building structure or the bar construction of body of wall and uses the armored concrete of described structure
Structure.
Background technology
China's Mainland is at the world two violent earthquake band-between circum-Pacific seismic belt and Eurasian earthquake zone, by peace
Ocean plate, Indian and the squeezing action of Philippine Sea plate, in making regional, Earthquake Fault Zone is very
Many and active, cause the frequent earthquake calamity of earthquake serious.Continental Earthquakes In China is mainly distributed on region below: southwest
On area, the Northwest, North China, the southeastern coastal areas and 23 earthquake zones.
On the other hand, Taiwan is positioned on circum-Pacific seismic belt, belongs to seismic activity plate frequently and hands over
At boundary, showing according to the observational data of 2001～2012 12 years, Taiwan the most about occurs 22000
Secondary earthquake, wherein there are about 500 times for felt earthquake.Particularly in the 921 of JIUYUE in 1999 generation on the 21st
206 violent earthquakes that violent earthquake and on February 6th, 2016 occur, all cause many solitary buildings collapse and
Numerous casualties.
In order to avoid causing the loss of life and property in earthquake, main challenge is how builds a peace
The most shatter-proof building.In the building structure in Taiwan, it is broadly divided into reinforced concrete structure (RC), steel knot
Structure (SC) and 3 kinds of steel-reinforced concrete structure (SRC).What Taiwan was built after the 1970's builds
Building, mostly use reinforced concrete construction, up to now, reinforced concrete construction remains Taiwan architecture
Main flow, it is estimated that, current house building there are about ninety percent and is above belonging to reinforced concrete building.
In China's Mainland, reinforced concrete structure also for applying most a kind of version, accounts for the exhausted of sum
Great majority, are also the areas using reinforced concrete structure most in the world simultaneously.Its main raw material(s) cement
Yield reached 18.82 hundred million tons in 2010, accounted for Gross World Product about 70%.
So, armored concrete is the modal construction materials in both sides of the Straits, have that cost is low, fire line is high,
Soundproof effect advantage of waiting so long good, resistance to.The reinforcing bar of vertical beam post is first organized, then in the peripheral erection of reinforcing bar during construction
Template, Reperfu-sion concrete completes the framework of building.Referring to shown in Fig. 1, it is existing reinforcing bar knot
Structure schematic cross-section.Wherein label 10 represents main muscle, for supporting fabric structure axially (direction perpendicular to the ground)
Reinforcing bar used.Label 11 represents stirrup, and its main purpose is to be to assist main muscle 10 upright, and arrests
Restraint main muscle 10 and concrete that main muscle 10 is surrounded, earthquake so can be avoided to cause main tendon breaking to split and
Destroying concrete structure.The spacing of stirrup 11, crotch angle, hook length, stirrup thickness etc., the most formal
Close the shatter-proof ability of building.
In the bar construction shown in Fig. 1, have multiple stirrup 11 to form anchoring structure, in order to strengthen hoop
The effect of muscle confinement concrete.Fixed by the colligation of iron wire respectively between multiple stirrups 11, though so can
With reinforced concrete-bar structure, however it is necessary that the time increasing the upper colligation of construction, and once workman's colligation is not certain,
Also structural strength can be produced negative impact.Additionally, execute when main supporting structure merges with body of wall or edge list
Man-hour, be generally directed to edge list or body of wall need extra colligation stirrup to constitute the frame structure of metope or edge list,
So also can affect the efficiency of construction, and increase the probability that colligation occurs the most really.It addition, at building knot
Such as wall and door, wall and window or the intersection such as wall and post, A, B, C and the D as shown in Fig. 2 A Yu 2B in structure
Position, be belonging to utilize traditional reinforcing bar binding to be difficult to the region applied, if, with existing mode,
Also efficiency of construction and structural strength can directly or indirectly be affected.Additionally, for building structure central sill and version,
When beam merges construction with wall etc., it is also desirable to extra assembling reinforcement constitutes the frame structure of version or wall, again beam and version,
The intersections such as beam and wall are also belonging to the region that traditional reinforcing bar binding is difficult to apply, so also can occur as above
The problem stating discussion.
In view of this, if it is possible to the structure for stirrup is designed and improves, it is possible to reduce construction quality
Uneven and cause the problem that Building Structure Strength is not enough.Summary, therefore needs a kind of bar construction badly and makes
Problem produced by prior art is solved with the reinforced concrete structure of described structure.
Utility model content
Therefore, this utility model provides a kind of link bar construction, its one formed by single reinforcing bar
The hooping structure shaped, the effect taken into account existing stirrup be muscle, it is possible to reduce needed for workman's colligation is fixing
Time and minimizing constructional deficiency.Additionally, described bar construction is except constituting main supporting structure such as beam
In addition, also extended structure is constituted such as: the required frame structure such as wall, version so that engineering is easily constructed, and then
Solve existing wall or version needs the extra problem using extra stirrup and colligation to be difficult to.
This utility model provides a kind of reinforced concrete structure, consists of the single reinforcing bar of one-body moldedization
Stirrup needed for main supporting structure and extended structure, described stirrup is set in the periphery of main muscle, in conjunction with mixed
Solidifying soil is to form the strengthening having main supporting structure (such as: beam) with extended structure (such as: wall, version)
Reinforced concrete structure.
In one embodiment, this utility model provides a kind of link bar construction, including a muscle body, and its tool
Having one first end and one second end, described muscle body also has multiple kink, the number of the plurality of kink
Mesh is more than or equal to 8, has lengths of rebar between adjacent bend portion, continuous 2 the kink institutes of at least a part of which one group
The lengths of rebar connected is for forming the frame structure needed at least one extended structure, the reinforcing bar that remaining kink is connected
Section is for forming a main supporting structure, and wherein said main supporting structure is beam.
In another embodiment, this utility model provides a kind of bar construction, including multiple main muscle and multiple
Stirrup, the plurality of stirrup is used for being sheathed on and forms a structure on the plurality of main muscle, and each stirrup is also
Having a muscle body, it has one first end and one second end, and described muscle body also has multiple kink, institute
The number stating multiple kink is more than or equal to 8, has lengths of rebar, at least a part of which one group between adjacent bend portion
The lengths of rebar that continuous 2 kinks are connected is for forming the frame structure needed at least one extended structure, and remaining is curved
The lengths of rebar that folding part is connected is for forming a main supporting structure.
In another embodiment, this utility model also provides for a kind of reinforced concrete structure, including a reinforcing bar knot
Structure, a main supporting structure and at least one extended structure.Described bar construction has multiple main muscle and multiple
For being sheathed on the stirrup of the plurality of main muscle, each stirrup also has a muscle body, and described muscle body has one
One end and one second end, described muscle body also has multiple kink, and the number of the plurality of kink is big
In equal to 8, adjacent bend has lengths of rebar between portion.Described main supporting structure has the plurality of main muscle, set
It is located at peripheral multiple stirrups and the concrete of the plurality of main muscle.Described at least one extended structure is with described
Main supporting structure connects, each extended structure include least one set that each stirrup is had continuous 2 curved
Folding part and concrete, remaining kink is for constituting the frame structure of described main supporting structure.
In one embodiment, described muscle body also has one first end and one second end, described first end and institute
Stating the second end and also have anchoring structure, its angle is 135 degree.
In one embodiment, at least one or a combination thereof during described extended structure is body of wall, version.Wherein said
Body of wall is formed at the one or both sides of described main supporting structure.And different corresponding to extended structure continuous 2
It is connected by least one section of lengths of rebar between kink.
Use and have the beneficial effects that produced by technique scheme: can reduce needed for workman's colligation is fixed
Time and minimizing constructional deficiency.Additionally, described bar construction is except constituting main supporting structure such as beam
In addition, also constitute extended structure such as: the required frame structure such as wall or version, thereby can promote architectural engineering
Efficiency of construction and accuracy rate, and be capable of out the structure that relatively existing structure is more strengthened.This practicality
The reinforced concrete structure of another embodiment novel has bar construction, main supporting structure and at least one extension
Structure, it is capable of the building body of strengthening.
Accompanying drawing explanation
With detailed description of the invention, this utility model is described in further detail below in conjunction with the accompanying drawings.
Fig. 1 is existing hooping structure schematic diagram.
Fig. 2 A and Fig. 2 B is to utilize traditional reinforcing bar binding to be difficult to the area schematic applied in building.
Fig. 3 A is the schematic diagram of an embodiment of bar construction of the present utility model.
Fig. 3 B is the schematic diagram of an embodiment of reinforced concrete structure of the present utility model.
Fig. 4 is the schematic diagram of an embodiment of reinforced concrete structure of the present utility model.
Fig. 5 is the schematic diagram of an embodiment of reinforced concrete structure of the present utility model.
Fig. 6 is the schematic diagram of an embodiment of reinforced concrete structure of the present utility model.
Fig. 7 is the schematic diagram of an embodiment of reinforced concrete structure of the present utility model.
Fig. 8 is the schematic diagram of an embodiment of reinforced concrete structure of the present utility model.
Wherein: 10: main muscle；11: stirrup；2: link bar construction；20: muscle body；21: the first ends；
22: the second ends；L1～L13: kink；23a～23l: lengths of rebar；3,3a, 3b, 3c, 3d: reinforcing bar
Structure；30: main muscle；31,31a～31i: stirrup；32,32a, 32g～32j: main supporting structure；33、
33a, 33i～33o: extended structure；4,4a, 4f～4i.
Detailed description of the invention
Below in conjunction with the accompanying drawing in this utility model embodiment, to the technical scheme in this utility model embodiment
It is clearly and completely described, it is clear that it is real that described embodiment is only a part of the present utility model
Execute example rather than whole embodiments.Based on the embodiment in this utility model, ordinary skill people
The every other embodiment that member is obtained under not making creative work premise, broadly falls into this utility model
The scope of protection.
Elaborate a lot of detail in the following description so that fully understanding this utility model, but this
Utility model can also use other to be different from alternate manner described here to implement, those skilled in the art
Can do similar popularization in the case of this utility model intension, therefore this utility model is not by following
The restriction of disclosed specific embodiment.
According to a viewpoint of the present utility model, it is provided that a kind of link bar construction, it is single reinforcing bar institute shape
The integrally formed hooping structure become, the effect taken into account existing stirrup be muscle, it is possible to reduce workman's colligation is solid
Fixed required time and minimizing constructional deficiency.Additionally, described bar construction is except constituting main supporting structure,
Such as beyond beam, also constitute extended structure such as: the required frame structure such as wall, version, thereby can promote
The efficiency of construction of architectural engineering and accuracy rate, and it is capable of out the structure that relatively existing structure is more strengthened,
And then solve existing wall or the extra problem using extra stirrup and colligation to be difficult to of version needs and existing structure
The problem that intensity is not enough.
Additionally, according to another viewpoint of the present utility model, it is provided that a kind of bar construction, include multiple main muscle
And multiple stirrup, described stirrup is used for being sheathed on and forms a structure on the plurality of main muscle, each hoop
Muscle also has a muscle body, and described muscle body is to utilize above-mentioned link bar construction to be formed, wherein said muscle
The lengths of rebar that continuous 2 kinks of least one set of body are connected is needed for forming at least one extended structure
Frame structure, the lengths of rebar that remaining kink is connected is for forming a main supporting structure.Described bar construction is
Structure based on aforementioned link bar construction.
According to another viewpoint of the present utility model, it is provided that a kind of reinforced concrete structure, by one-body moldedization
Single reinforcing bar constitute the stirrup needed for main supporting structure and extended structure, described stirrup is set in main muscle
Periphery, in conjunction with concrete with formed have main supporting structure (such as: beam) and extended structure (such as:
Wall or version) reinforced concrete-bar xoncrete structure.Described reinforced concrete structure is and includes main muscle based on aforementioned
Structure with the bar construction of stirrup.
Hereinafter attempt the multiple embodiments with bar construction and reinforced concrete structure, with explanation based on this practicality
The various embodiments of novel link bar construction.But, link bar construction of the present utility model
Form and configuration mode be not limited in example below example, it is also possible to be other deformation or
Modify example；For bar construction and reinforced concrete structure, also it is such.Additionally, following
In embodiment, when main supporting structure is embodied as beam, its main muscle is e.g. perpendicular on cylinder or is parallel to earth's surface；
Owing to this is well known to those skilled in the art, therefore repeat no more.
Referring to shown in Fig. 3 A, it is the schematic diagram of an embodiment of bar construction of the present utility model.At this
In embodiment, link bar construction 2 is made up through multiple tracks bending of single reinforcing bar.Described link is used
Bar construction 2 includes a muscle body 20, and it has one first end 21 and one second end 22.Described muscle body 20
Also having multiple kink, the number of the plurality of kink is more than or equal to 8.In the present embodiment, for having
The enforcement aspect of 8 kink L1～L8, is respectively provided with lengths of rebar 23a～23g between adjacent bend portion L1～L8,
Wherein said first end 21 and the second end 22 are respectively provided with kink L1 and L8, to form anchoring structure, its
The angle of bending is 135 degree.Anchoring structure is well known to those skilled in the art, and does not repeats at this.
Additionally, described link bar construction 2 has least one set continuous 2 kinks and is connected
Lengths of rebar for forming the frame structure needed at least one extended structure, the lengths of rebar that remaining kink is connected for
Form a main supporting structure.In the present embodiment, continuous 2 kinks are L6 and L7 and the reinforcing bar that connects
The partial sector of section 23f and lengths of rebar 23e and 23g constitutes the frame structure of extended structure.And other kink
L1～L5 and L8 and lengths of rebar 23a～23d and lengths of rebar 23e, 23g partial sector constitute main supporting structure institute
The frame structure needed.Being noted that main supporting structure can include one or more beam, extended structure can be
Version body or body of wall, but it is not limited system.
Referring again to shown in Fig. 3 A, in the present embodiment, bar construction 3a include multiple main muscle 30 and
Multiple link bar constructions 2.Each main muscle 30 is constituted by linear reinforcing bar, in one embodiment,
Multiple main muscle 30 (vertical page) in the axial direction arrange, and form two row.And each link reinforcing bar is tied
Structure 2 is used as stirrup, and is sheathed on diametrically on the plurality of main muscle 30, has respectively between adjacent stirrup
There is distance.Additionally, kink L1, L5 and L8 are when being enclosed within main muscle 30, it is positioned on same position,
And lengths of rebar 23g is also bent to form a kink L9.
Additionally, the bar construction shown in Fig. 3 A, it it is each kink situation illustrating single reinforcing bar to be bent.By
In the integrated structure that the link bar construction 2 as stirrup is formed by utilizing single reinforcing bar to bend,
Therefore can first complete in factory in advance；When stirrup is transported to building-site, can be by multiple hoops
Muscle is directly sleeved on the periphery of main muscle 30.Therefore stirrup can be moved to location on main muscle 30 by workmen
Give colligation again, so can reduce workman's colligation fixing required time and reduce constructional deficiency.Additionally,
In another embodiment, it is also possible to main muscle 30 and stirrup are first first carried out in factory, then is transported to work
Ground construction, so can solve in building structure, such as wall and door, wall and window or wall and post or Liang Dengjiao
At boundary, the problem that reinforcing bar binding is difficult to.
Referring to shown in Fig. 3 B, it is the schematic diagram of an embodiment of reinforced concrete structure of the present utility model.
Reinforced concrete structure 4 includes the main supporting structure 32 as beam and the extended structure 33 as body of wall.In detail
For Xi, reinforced concrete structure 4 includes multiple main muscle 30 and multiple stirrup 31 (the most multiple link steel
Muscle structure 2) and concrete.For example, available main muscle 30 shown in Fig. 3 A and link reinforcing bar are tied
The bar construction that structure 2 is formed, by the auxiliary of template, penetration concrete in template, to form reinforcing bar
Xoncrete structure 4.In figure 3b, dotted region represents by main muscle 30, stirrup 31 and concrete institute
The main supporting structure 32 formed, it can be used in the part of beam.Hatched example areas then represent by stirrup 31 and
The extended structure 33 that concrete is formed, it is can be as the body of wall of building or version body.The present embodiment is
One body of wall.
Referring to shown in Fig. 4, it is an embodiment of reinforced concrete structure the most of the present utility model
Schematic diagram.As shown in Figure 4, reinforced concrete structure 4a includes the main supporting structure 32a as beam and use
Make the extended structure 33a of body of wall.Specifically, reinforced concrete structure 4a is by multiple main muscle 30 and many
Individual stirrup 31a (the most multiple link bar construction) and concrete are constituted, and wherein dotted region is for being used as
Main supporting structure 32a hatched example areas 33a of beam is then the extended structure 33a as body of wall.The enforcement of Fig. 4
Example is substantially similar with the structure of Fig. 3 B, and both difference is: be used as the link steel of stirrup in the present embodiment
The kink that muscle structure is had has L1～L9 and lengths of rebar to be 23a～23h.
Referring to shown in Fig. 5, it is the schematic diagram of an embodiment of reinforced concrete structure of the present utility model.
As it is shown in figure 5, reinforced concrete structure 4f includes multiple main muscle 30 and multiple stirrup 31f and concrete
Constituted.In the present embodiment, the company that each stirrup 31f is made up through multiple tracks bending of single reinforcing bar
Knot bar construction.Described link bar construction includes a muscle body 20, its have one first end 21 and
One second end 22.Described muscle body 20 also has multiple kink, and the number of the plurality of kink is for being more than
In 8.In the present embodiment, described muscle body 20 have 9 kink L1～L9, adjacent bend portion L1～L9 it
Between be respectively provided with lengths of rebar 23a～23h, wherein said first end 21 and the second end 22 are respectively provided with kink
L1 and L9, to form anchoring structure, the angle of its bending is 135 degree.Anchoring structure is the technology of this area
Known to personnel, do not repeat at this.Additionally, continuous 2 of the least one set of described link bar construction
Kink and the lengths of rebar that connected are for forming the frame structure needed at least one extended structure, remaining kink
The lengths of rebar connected is for forming a main supporting structure.In the present embodiment, continuous 2 kinks are L7
With L8 and the lengths of rebar 23 frame structure with lengths of rebar 23f with the partial sector composition extended structure of 23h that connects thereof.
And other kink L1～L6 and L9 and lengths of rebar 23a～23e and lengths of rebar 23f, 23h partial sector
Constitute the frame structure needed for main supporting structure.
Referring again to shown in Fig. 5, the annexation of main muscle 30 and stirrup 31f in reinforced concrete structure 4f
As it was previously stated, therefore not to repeat here.Additionally, kink L1, L5, L9 of stirrup 31f are in same
Position, is arranged above and below.For example, can be by the auxiliary of template, penetration concrete in template, with shape
Become reinforced concrete structure 4f.In Figure 5, dotted region represents by main muscle 30, stirrup 31f and mixes
The main supporting structure 32g that solidifying soil is formed, it is used in the structure of beam.Hatched example areas then represents by stirrup
The extended structure 33i that 31f and concrete are formed, it is can be as the version body of building.
Referring to shown in Fig. 6, it is the schematic diagram of an embodiment of reinforced concrete structure of the present utility model.
Reinforced concrete structure 4g include as beam main supporting structure 32h and make version body extended structure 33j and
33k, it is with the difference of Fig. 5: extended structure 33j and 33k as version body is arranged respectively at main support
The both sides of structure 32h.The link bar construction utilized in the embodiment of Fig. 6, is the structure with Fig. 5
Similar, both difference is: be used as in the present embodiment that the link bar construction of stirrup 31g had is curved
Folding part has L1～L9 and lengths of rebar to be that 23a～23h constitutes a main supporting structure and two extended structures,
Wherein kink L1, L9 is positioned at same position, is arranged above and below.
Referring to shown in Fig. 7, it is the schematic diagram of an embodiment of reinforced concrete structure of the present utility model.
As it is shown in fig. 7, reinforced concrete structure 4h includes multiple main muscle 30 and multiple stirrup 31h and concrete
Constituted.In the present embodiment, described each stirrup 31h is made up through multiple tracks bending of single reinforcing bar
Link bar construction.Described link bar construction includes a muscle body 20, and it is to have one first end
21 and one second end 22.Described muscle body 20 also has multiple kink, the number of the plurality of kink
For more than or equal to 8.In the present embodiment, described muscle body 20 has 12 kink L1～L12, adjacent bend
Lengths of rebar 23a～23k, wherein said first end 21 and the second end 22 it is respectively provided with respectively between portion L1～L12
Having kink L1 and L12, to form anchoring structure, the angle of its bending is respectively 135 degree and 90 degree.
In the present embodiment, continuous 2 kinks are L7 and L8 and connect lengths of rebar 23g and lengths of rebar 23f
It is L10 and L11 and connect lengths of rebar 23j and lengths of rebar 23i with partial sector structure and the kink of 23h
Partial sector with 23k constitutes the frame structure of extended structure.And other kink L1～L6 and L9 Yu L12 with
Other lengths of rebar constitute the frame structure needed for main supporting structure.
Referring again to shown in Fig. 7, the connection of main muscle 30 and stirrup 31h in described reinforced concrete structure 4h
Relation is as it was previously stated, therefore not to repeat here.Additionally, kink L1, L5 are in same position, up and down
Arrangement.For example, can be by the auxiliary of template, penetration concrete in template, to form reinforced concrete
Soil structure 4h.In the figure 7, dotted region is represented and is formed by main muscle 30, stirrup 31h and concrete
Main supporting structure 32i, it is used in the structure of beam.Hatched example areas then represents by stirrup 31h and coagulation
Extended structure 33L and 33m that soil is formed, it is body of wall and the version body of respectively building.
Referring to shown in Fig. 8, it is an embodiment of reinforced concrete structure of the present utility model.Such as Fig. 8
Shown in, reinforced concrete structure 4i includes that multiple main muscle 30 and multiple stirrup 31i are constituted with concrete.
In the present embodiment, described link bar construction 2e is made up through multiple tracks bending of single reinforcing bar.Institute
Stating link bar construction 2e and include a muscle body 20, it is to have one first end 21 and one second end 22.
Described muscle body 20 also has multiple kink, and the number of the plurality of kink is more than or equal to 8.This enforcement
In example, described muscle body 20 has 12 kink L1～L13, is respectively provided with between adjacent bend portion L1～L13
Lengths of rebar 23a～23L, wherein said first end 21 and the second end 22 be respectively provided with kink L1 and L13,
To form anchoring structure, the angle of its bending is respectively 135 degree and 90 degree.In the present embodiment, continuous 2
Individual kink be L8 and L9 and the partial sector structure of connect lengths of rebar 23h and lengths of rebar 23g and 23i with
And kink is L7, L11 and L12 and the lengths of rebar 23k part district with lengths of rebar 23f with 23L that connects thereof
Section constitutes the frame structure of extended structure.And needed for other kink constitutes main supporting structure with other lengths of rebar
Frame structure.
Referring again to shown in Fig. 8, the connection of main muscle 30 and stirrup 31i in described reinforced concrete structure 4i
Relation is as it was previously stated, therefore not to repeat here.Additionally, kink L1, L5 are positioned at same position, arrange up and down
Row.For example, can be by the auxiliary of template, penetration concrete in template, to form armored concrete
Structure 4i.In fig. 8, dotted region representative is formed by main muscle 30, stirrup 31i and concrete
Main supporting structure 32j, it is used in the structure of beam.Hatched example areas then represents by stirrup 31i and concrete
Extended structure 33n and 33o formed, it is body of wall and the version body of respectively building, wherein the prolonging of version body
Stretch structure 33o to be connected with the main supporting structure 32j of beam, the extended structure 33n of body of wall then with version body
Extended structure 33o is connected.
Be as noted previously, as link bar construction of the present utility model, its formed by single reinforcing bar one
The hooping structure that body shapes, the effect taken into account existing stirrup be muscle, it is possible to reduce workman's colligation is fixing required
Time and reduce constructional deficiency.By single hooping structure, so that the Liang Yuqi in building
Extended structure is such as: the required reinforcing bar such as wall, version is easier to apply, and then solves existing wall or version needs
Additionally to use the problem that stirrup and colligation are difficult to.Additionally, utilize the reinforcing bar that described bar construction is formed
Xoncrete structure, can reach to strengthen the effect of fabric structure.
In sum, content of the present utility model illustrates with embodiment above, but this practicality
Novel the most only it is defined in these embodiments.This utility model art has and generally knows
The knowledgeable, without departing from spirit and scope of the present utility model, when can carry out again various also dynamic with modify；
Such as, each technology contents illustrated in previous embodiment is combined or changes and become new embodiment party
Formula, these embodiments are considered as of content belonging to this utility model the most certainly.Therefore, this utility model institute
The scope to be protected also includes the claims and the scope defined thereof.
Claims (8)
1. a link bar construction, it is characterised in that including:
One muscle body, it has one first end and one second end, and described muscle body also has multiple kink,
The number of the plurality of kink is more than or equal to 8, between kink adjacent in the plurality of kink
There is lengths of rebar, the reinforcing bar that in wherein said multiple kinks, continuous 2 kinks of least one set are connected
Section is for forming the frame structure needed at least one extended structure, remaining kink institute phase in the plurality of kink
The lengths of rebar connect is for forming main supporting structure, and wherein said main supporting structure is beam.
Link bar construction the most according to claim 1, wherein said extended structure be body of wall and
At least one or a combination thereof in Ban.
Link bar construction the most according to claim 1, wherein said first end and described second
End also has anchoring structure, and its angle is 135 degree.
4. a bar construction, it is characterised in that including:
Multiple main muscle；And
Multiple stirrups, it is used for being sheathed on and forms a structure on the plurality of main muscle, the plurality of hoop
Having spacing in muscle between adjacent stirrup, each of the plurality of stirrup also has:
One muscle body, it has one first end and one second end, and described muscle body also has multiple bending
Portion, the number of the plurality of kink is more than or equal to 8, adjacent curved in the plurality of kink
There is lengths of rebar, continuous 2 kinks of least one set in wherein said multiple kinks between folding part
The lengths of rebar connected is for forming the frame structure needed at least one extended structure, the plurality of kink
In the lengths of rebar that connected of remaining kink for forming main supporting structure, wherein said main support knot
Structure is beam.
5. a reinforced concrete structure, it is characterised in that including:
Bar construction, it has multiple main muscle and multiple stirrup for being sheathed on the plurality of main muscle,
Each of multiple described stirrups has a muscle body, and described muscle body has one first end and one second end,
Described muscle body also has multiple kink, and the number of the plurality of kink is more than or equal to 8, described many
Individual kink has lengths of rebar between adjacent bend portion；
Main supporting structure, it has the plurality of main muscle, is sheathed on the peripheral multiple of the plurality of main muscle
Stirrup and concrete, wherein said main supporting structure is beam；And
At least one extended structure, is connected with described main supporting structure；
Each of which extended structure includes that the least one set that each stirrup of the plurality of stirrup is had connects
Continuous 2 kinks and concrete, and remaining kink of each stirrup of the plurality of stirrup is for structure
Become the frame structure of described main supporting structure.
Reinforced concrete structure the most according to claim 5, wherein said extended structure be body of wall and
At least one or a combination thereof in Ban.
Reinforced concrete structure the most according to claim 5, wherein said at least one extended structure bag
Including body of wall, described body of wall is formed at the one or both sides of described main supporting structure.
8. according to the reinforced concrete structure described in any claim in claim 5 to 7, Qi Zhongsuo
Stating at least one extended structure is multiple extended structure, and in the plurality of extended structure, different extended structure institutes are right
It is connected by least one section of lengths of rebar between continuous 2 kinks answered.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620262638.7U CN205653892U (en) | 2016-03-31 | 2016-03-31 | Roof beam and extension structure's steel reinforcing structure for binding and reinforced concrete structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110424656A (en) * | 2019-08-13 | 2019-11-08 | 天津合嘉金工建筑工业有限公司 | A kind of plug-in wall concealed connecting device of precast concrete |
| 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 |
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2016
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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 |
| CN110424656A (en) * | 2019-08-13 | 2019-11-08 | 天津合嘉金工建筑工业有限公司 | A kind of plug-in wall concealed connecting device of precast concrete |
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