CN205653985U - Post and extension structure's steel reinforcing structure for binding and reinforced concrete structure - Google Patents

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 14, 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 post, extension structure can be for in edge list and the wall body 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

The link bar construction of post and extended structure and reinforced concrete structure

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).The building that Taiwan was built after the 1970's, Mostly using reinforced concrete construction, up to now, reinforced concrete construction remains the main flow of Taiwan architecture, According to estimates, 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.

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 except constitute main supporting structure, such as post with Outward, extended structure is also constituted, such as: the required frame structure such as wall or edge list so that engineering is easily constructed, and enters And solve existing wall or the extra problem using extra stirrup and colligation to be difficult to of edge list needs.

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, is set in the periphery of main muscle, in conjunction with concrete with shape Become to have the reinforced concrete-bar of main supporting structure (such as: post) and extended structure (such as: wall or edge list) Xoncrete structure.

In one embodiment, this utility model provides a kind of link bar construction, includes a muscle body, its Having one first end and one second end, described muscle body also has multiple kink, the plurality of kink Number is more than or equal to 14, has lengths of rebar between adjacent bend portion, continuous 2 bendings of at least a part of which one group The lengths of rebar that portion is connected is for forming the frame structure needed at least one extended structure, and remaining kink is connected Lengths of rebar is for forming a main supporting structure；Wherein said main supporting structure is post.

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, described muscle body 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 14, and adjacent bend has lengths of rebar between portion, wherein The lengths of rebar that continuous 2 kinks of least one set are connected frame structure needed for formation at least one extended structure, The lengths of rebar that remaining kink 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 multiple main ribs, 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 14, adjacent bend has lengths of rebar between portion.Described main supporting structure, it has multiple described master Muscle, the peripheral multiple stirrups being sheathed on multiple main ribs and concrete.Described at least one extended structure, Being connected with described main supporting structure, each extended structure includes the least one set continuous 2 that each stirrup is had Individual kink 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 edge list and body of wall.Wherein Described body of wall is formed at the side of described main supporting structure, both sides or three sides.And difference extended structure is right It is connected by least one section of lengths of rebar between continuous 2 kinks answered.

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 except constitute main supporting structure, such as post with Outward, also constitute extended structure, such as: the required frame structure such as wall or edge list, thereby can promote architectural engineering Efficiency of construction and accuracy rate, and be capable of out the structure more strengthened than existing structure.This practicality The reinforced concrete structure of another embodiment novel is to have bar construction, main supporting structure and at least one to prolong Stretching 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 A is the schematic diagram of an embodiment of bar construction of the present utility model.

Fig. 4 B is the schematic diagram of an embodiment of reinforced concrete structure of the present utility model.

Fig. 5 A is the schematic diagram of an embodiment of bar construction of the present utility model.

Fig. 5 B is the schematic diagram of an embodiment of reinforced concrete structure of the present utility model.

Fig. 6 A is the schematic diagram of an embodiment of bar construction of the present utility model.

Fig. 6 B 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.

Wherein: 10: main muscle；11: stirrup；2a: link bar construction；21: the first ends；22: the Two ends；L1～L26: kink；23a～23t: lengths of rebar；3a, 3b, 3c, 3d: bar construction；30: Main muscle；31b～31e: stirrup；32b～32e: main supporting structure；33b～33h: extended structure；4b～4e, 4j: reinforced concrete structure；40: main supporting structure；41,42,43: extended structure；44: main muscle； 45: stirrup.

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 post, also constitute extended structure, such as: the required frame structure such as wall or edge list, thereby can promote The efficiency of construction of architectural engineering and accuracy rate, and it is capable of out the structure that more conventional structure is more strengthened, And then solve existing wall or edge list and need the extra problem using extra stirrup and colligation to be difficult to and known The problem that structural strength is not enough.

Additionally, according to another viewpoint of the present utility model, it is provided that a kind of bar construction, including 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 aspect 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 there is main supporting structure (such as: post) and extended structure (example Such as wall or edge list) reinforced concrete-bar xoncrete structure.Described reinforced concrete structure is based on aforementioned Include the structure of the bar construction of main muscle and stirrup.

Hereinafter attempt multiple embodiments of bar construction and reinforced concrete structure, new based on this practicality with explanation The various embodiments of the link bar construction of type.But, link bar construction of the present utility model Form and configuration mode are not limited in example below example, it is also possible to be other deformation or repair Decorations example；For bar construction and reinforced concrete structure, also it is such.Additionally, in following reality Executing in example, when main supporting structure is embodied as post, its main muscle is e.g. perpendicular to earth's surface；Owing to this is this area Technical staff known to, 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 2a is made up through multiple tracks bending of single reinforcing bar.Described link is used Bar construction 2a includes a muscle body, and it has one first end 21 and one second end 22.Described first end 21 Also having anchoring structure with the second end 22, the angle of its bending is 135 degree.Anchoring structure is the skill of this area Known to art personnel, do not repeat them here.Described muscle body also has multiple kink, the plurality of kink Number be more than or equal to 14.In the present embodiment, described muscle body has 16 kink L1～L16, adjacent Be respectively provided with lengths of rebar 23a～23o between kink L1～L16, continuous 2 kinks of at least a part of which one group with And the lengths of rebar connected is for forming the frame structure needed at least one extended structure, remaining kink is connected Lengths of rebar is for forming a main supporting structure.In the present embodiment, continuous 2 kinks are L14 and L15 And the partial sector of connect lengths of rebar 23n and lengths of rebar 23m and 23o and continuous 2 kink L2 with Its lengths of rebar 23b frame structure with lengths of rebar 23a with the partial sector composition extended structure of 23c that connects of L3.And Other kink L4～L13 and lengths of rebar 23d～23L and lengths of rebar 23a, the portion of 23c, 23m and 23o Sectional constitutes the frame structure needed for main supporting structure.Be noted that main supporting structure can include one or Multiple cylinders, extended structure can include edge list or body of wall, but be not limited system.

Referring again to shown in Fig. 3 A, in the present embodiment, bar construction 3a include multiple main muscle 30 and Plural number links uses bar construction 2a.Each main muscle 30 is constituted by linear reinforcing bar, in one embodiment, Multiple main muscle 30 are arranged in the structure of rectangle in the axial direction.And each link bar construction 2a is used as Stirrup, and be sheathed on diametrically on the plurality of main muscle 30, between adjacent stirrup, there is distance.Due to Make the integrated structure that the link bar construction 2a of stirrup is formed by utilizing single reinforcing bar to bend, because of This can first complete in factory in advance；When stirrup is transported to building-site, can be by multiple stirrups It is directly sleeved on the periphery of main muscle 30.Therefore stirrup can be moved to position on main muscle 30 by workmen again Give colligation, 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 the intersection such as wall and post, The position of A, B, the C as shown in Fig. 2 A Yu 2B and D, 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. For example, in the main muscle 30 shown in Fig. 3 A and stirrup 31b (the most multiple link bar construction 2a) institute Outside the bar construction formed, by the auxiliary of template, penetration concrete in template, to form reinforced concrete Soil structure 4b.In figure 3b, dotted region represents by main muscle 30, stirrup 31b (the most multiple link steel Muscle structure 2a) and the main supporting structure 32b that formed of concrete, it can be used in the part of post.And it is oblique Line region then represents the extended structure 33b formed by stirrup 31b and concrete, and it is can be as building The edge list of thing.

Referring to shown in Fig. 4 A and Fig. 4 B, wherein Fig. 4 A is an embodiment of bar construction of the present utility model Schematic diagram；Fig. 4 B is the schematic diagram of reinforced concrete structure the 4th embodiment of the present utility model.This enforcement In example, bar construction 3b includes main muscle 30 and stirrup 31c, the feature of the most main muscle 30 and aforementioned phase With, do not repeat them here.And stirrup 31c is via bending to form 15 kinks continuously by single reinforcing bar L1～L17 and lengths of rebar 23a～the 23p that connect are constituted.The stirrup 31a structure of the present embodiment substantially with Link bar construction 2a in Fig. 3 A is similar, is at its difference: the region of extended structure is different.? In the present embodiment, extended structure is by two Curved Continuous folding part L15 Yu L16 and coupled lengths of rebar The partial sector of 23o and lengths of rebar 23o with 23p is defined to be formed.In figure 4b, for the structure by Fig. 4 A By the auxiliary of template, penetration concrete in template, to form reinforced concrete structure 4c.Wherein point-like Regional Representative's filling concrete is to form main supporting structure 32c, such as: include at least one cylinder.And oblique stroke Regional Representative's filling concrete is to form extended structure 33c.The extended structure 33c of the present embodiment is intended for The body of wall of building is connected with the one side of main supporting structure 32c.

Referring to shown in Fig. 5 A and Fig. 5 B, wherein Fig. 5 A is an embodiment of bar construction of the present utility model Schematic diagram；Fig. 5 B is the schematic diagram of an embodiment of reinforced concrete structure of the present utility model.This enforcement In example, bar construction 3c includes main muscle 30 and stirrup 31d, the feature of the most main muscle 30 and aforementioned phase With, therefore not to repeat here.And stirrup 31d is via bending to form 19 kinks continuously by single reinforcing bar L1～L21 and lengths of rebar 23a～the 23t that connect are constituted.The stirrup 31b structure of the present embodiment substantially with The link bar construction 2b of Fig. 3 A is similar, is at its difference: the region of extended structure is different.At this In embodiment, extended structure is to be made up of two group of two Curved Continuous folding part, one of which kink L14 and L15 And coupled lengths of rebar 23m, 23o Yu 23p definition forms the first extended structure, and another group is curved Folding part L19 with L20 and lengths of rebar 23r being connected and lengths of rebar 23s thereof are fixed with the partial sector of 23t Justice forms the second extended structure.It is by least one lengths of rebar between first extended structure and the second extended structure Connect, in the present embodiment, there is between the first extended structure and the second extended structure lengths of rebar 23p and 23m And kink L16～L18.For example, by the structure of Fig. 5 A auxiliary by template, fill in template Enter concrete, to form reinforced concrete structure 4d.Wherein dotted region represents filling concrete to form master Supporting construction 32d, such as the present embodiment are then for cylinder.And oblique line and oblique stroke Regional Representative's filling concrete To form extended structure 33e and 33d, wherein extended structure 33d is intended for the edge list of building, and Extended structure 33e is intended for the body of wall of building, and it is the adjacent two sides being connected to cylinder On.

Referring to shown in Fig. 6 A and Fig. 6 B, wherein Fig. 6 A is an embodiment of bar construction of the present utility model Schematic diagram；Fig. 6 B is the schematic diagram of an embodiment of reinforced concrete structure of the present utility model.This enforcement In example, bar construction 3d includes main muscle 30 and stirrup 31e, the feature of the most main muscle 30 and aforementioned phase With, therefore not to repeat here.And stirrup 31e is via bending to form 19 kinks continuously by single reinforcing bar L1～L21 and lengths of rebar 23a～the 23t that connect are constituted.The stirrup 31c structure of the present embodiment substantially with Link bar construction 2a in Fig. 3 A is similar, is at its difference: the region of extended structure is different.? In the present embodiment, extended structure is to be made up of four group of two Curved Continuous folding part, wherein two groups of kinks (L2, L3) And the partial sector of (L14, L15) and lengths of rebar 23b and lengths of rebar 23a with 23c, also lengths of rebar 23n forms the first extended structure with the partial sector definition of lengths of rebar 23m with 23o, and another organizes kink L19 with L20 and lengths of rebar 23r being connected thereof, 23s Yu 23t definition form the second extended structure, finally One group of kink L17 with L18 and its lengths of rebar 23p being connected, 23q with 23r definition form the 3rd and prolong Stretch structure.Second extended structure and the 3rd extended structure are separately positioned on both sides and the difference of the first extended structure Connect with main supporting structure.Connected by least one lengths of rebar respectively between extended structure, in the present embodiment, There is between the second extended structure and the 3rd extended structure lengths of rebar 23r, and the first extended structure and second extends knot There is between structure lengths of rebar 23p and 23m and kink L16～L18.For example, the structure of Fig. 6 A is led to Crossing the auxiliary of template, penetration concrete in template, to form reinforced concrete structure 4e.Wherein spot It is then for cylinder that territory represents filling concrete to form main supporting structure 32e, such as post the present embodiment.And oblique line With oblique stroke Regional Representative's filling concrete to form extended structure 33f, 33g and 33h, wherein extended structure 33g is intended for the edge list of building, and extended structure 33f Yu 33h is intended for the wall of building Body, extended structure 33f, 33g and 33h are connected on three sides of main supporting structure 32e.

Referring to shown in Fig. 7, it is the schematic diagram of an embodiment of reinforced concrete structure of the present utility model. In the present embodiment, described reinforced concrete structure 4j comprises a main supporting structure 40 and three extension knots Structure 41～43, wherein main supporting structure 40 is the cylinder of building, and extended structure 41～43 is then with described The body of wall that cylinder connects, one has three face walls.There is multiple main muscle 44 in main supporting structure, and multiple stirrup 45 (is schemed Middle display one) then ring set between the periphery of main muscle 44, adjacent stirrup 45, there is spacing.The present embodiment In, stirrup 45 is bent to form 26 kink L1～L26 and to connect via continuous by single reinforcing bar The link bar construction that lengths of rebar is constituted.In the present embodiment, extended structure is by three group of two Curved Continuous Folding part is constituted, and one of which kink L19 Yu L20 and the definition of coupled lengths of rebar form the One extended structure 42, and another group kink L22 with L23 and the lengths of rebar that is connected thereof define and form second Extended structure 41, last group kink L24 with L25 and its lengths of rebar definition being connected form the 3rd Extended structure 43.Connected by least one lengths of rebar respectively between extended structure 41～43, and be arranged respectively at Three sides of main supporting structure 40.For example, the space penetration concrete between main muscle 44 and stirrup 45, To form reinforced concrete structure 4j.

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 post in building and its Extended structure, such as: the reinforcing bar that wall, version or edge list etc. are required, it is easier to construction, and then solves existing Wall or edge list need the extra problem using stirrup and colligation to be difficult to.Additionally, utilize described bar construction The reinforced concrete structure formed, 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 (9)

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 14, 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 post.

Link bar construction the most according to claim 1, wherein said extended structure is edge list And at least one or a combination thereof in body of wall.

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 in 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 14, 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 post.

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 it is to have 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 14, the plurality of curved Folding part has lengths of rebar between adjacent bend portion；

Main supporting structure, it has multiple main ribs, is sheathed on the peripheral multiple of multiple main ribs Stirrup and concrete, wherein said main supporting structure is post；And

At least one extended structure, is connected with described main supporting structure；

Each of which extended structure includes the least one set that each stirrup in the plurality of stirrup is had Continuous 2 kinks and concrete, and remaining kink of each stirrup in the plurality of stirrup For constituting the frame structure of described main supporting structure.

Reinforced concrete structure the most according to claim 5, wherein said extended structure is edge list And at least one or a combination thereof in body of wall.

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 side of described main supporting structure, both sides or three sides.

Reinforced concrete structure the most according to claim 7, wherein said at least one extended structure is also Including edge list.

9. according to the reinforced concrete structure described in any claim in claim 5 to 8, 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.