CN104164927A - Steel bar structure of reinforced concrete wall plate and construction method thereof - Google Patents
Steel bar structure of reinforced concrete wall plate and construction method thereof Download PDFInfo
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- CN104164927A CN104164927A CN201410070517.8A CN201410070517A CN104164927A CN 104164927 A CN104164927 A CN 104164927A CN 201410070517 A CN201410070517 A CN 201410070517A CN 104164927 A CN104164927 A CN 104164927A
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- 238000010276 construction Methods 0.000 title claims abstract description 176
- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 24
- 229910000831 Steel Inorganic materials 0.000 title claims description 50
- 239000010959 steel Substances 0.000 title claims description 50
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 125
- 230000002787 reinforcement Effects 0.000 claims abstract description 25
- 238000005452 bending Methods 0.000 claims description 28
- 239000007787 solid Substances 0.000 claims description 28
- 239000004567 concrete Substances 0.000 claims description 9
- 238000012407 engineering method Methods 0.000 claims description 9
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract 4
- 238000010586 diagram Methods 0.000 description 14
- 238000005728 strengthening Methods 0.000 description 12
- 238000000465 moulding Methods 0.000 description 5
- 230000035939 shock Effects 0.000 description 5
- 230000015572 biosynthetic process Effects 0.000 description 3
- 208000019901 Anxiety disease Diseases 0.000 description 1
- 230000036506 anxiety Effects 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000004807 localization Effects 0.000 description 1
- 238000003913 materials processing Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000003351 stiffener Substances 0.000 description 1
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Abstract
The invention discloses a reinforced concrete wall plate reinforcing steel bar structure and a construction method thereof, wherein the reinforcing steel bar structure is characterized by comprising a single reinforcing steel bar which is bent and surrounded to form a substantially closed area so as to improve the strength of the reinforcing steel bar structure. The plurality of rebar portions in this substantially enclosed area are used to secure other rebar, such as longitudinal reinforcing rebar, in a different direction than the rebar structure. The reinforcement structure is substantially straight, substantially "reverse-U", substantially right-angled, substantially "T", or angled.
Description
Technical field
Following narration relates to a kind of bar construction and engineering method thereof, particularly relates to bar construction, extension bar construction, corner type bar construction and the cabinet-type bar construction of reinforced concrete wall version.
Background technology
Consumption is popular has shatter-proof safe demand for household's thing of founding a capital.Yet, the shock resistance that household builds thing is mainly that the bar construction by reinforced concrete wall version and post beam is determined, but bar construction can be covered by concrete, so very difficult its shock resistance of check, often customer can not see in building site the bar construction work progress of building thing, the construction quality that also can only select to trust construction worker.Hence one can see that, and traditionally, customer is difficult to the shatter-proof quality of the safety of building thing of guaranteeing that it is lived.
Because current reinforcing bar work team quality is uneven and the age is generally partially long, if apply its construction quality with traditional engineering method, cause anxiety, cannot reach now highrise building for the demand of higher bar construction quality.Therefore, if in the strengthening of bar construction design and reinforcing bar process segment forethought bar construction, colligation localization and the simplification of bar construction, make the reinforcing bar work team of colligation can complete accurately rapidly bar construction designer's designing requirement.
Therefore, needing at present what want badly is a kind of bar construction and relevant engineering method, it can allow builds the shatter-proof quality of thing structural safety and is extended to building site from design, allow bar construction design end from reinforcing bar materials processing end until the construction of bar construction in the lump with planning stage forethought all, each details and thin portion that more can guarantee building-site construction, make consumption popular more relieved for building amount.
Summary of the invention
The aspect of the embodiment of the present invention, for the bar construction of reinforced concrete wall version and the extension bar construction that is used in post beam, allows and uses goodization of shock resistance of building thing, the quality of this bar construction more guarantee and construct rapider.
Embodiments of the invention provide a kind of bar construction of reinforced concrete wall version, it is characterized in that including through bending around forming at least one reinforcing bar of closed area haply.
Preferably, closed area is by the institute of a plurality of reinforcing bar portion through bending around forming haply, and a plurality of reinforcing bar portion is used in other reinforcing bar of tying up on solid and described bar construction different directions.
Preferably, when the quantity of closed area is a plurality of haply, a plurality of closed areas are haply rough equidistantly to be formed separately.
Preferably, when the quantity of at least one reinforcing bar is many, many reinforcing bars interlock up and down and tie up admittedly to form bar construction.
Preferably, bar construction is rectilinear form haply, " ㄇ " shape, rectangular shaped, "T"-shaped shape or a bent angle shape haply haply haply.
Another embodiment of the present invention provides a kind of cabinet-type bar construction, is used in and ties up admittedly between two parallel reinforcing bars, and cabinet-type bar construction is characterised in that with one and is formed around forming the reinforcing bar of closed area haply.
Another embodiment of the present invention provides a kind of extension bar construction that is used in post beam, it is characterized in that comprising the reinforcing bar having through at least two long limit reinforcing bar portions and a minor face reinforcing bar portion of bending, wherein one end of at least two long limit reinforcing bar portions is connected with minor face reinforcing bar portion, and that the other end of at least two long limit reinforcing bar portions and post beam are tied up is mutually solid, and being used in, at least two long limit reinforcing bar portions tie up solid other transverse reinforcement.
Preferably, this reinforcing bar more has around forming closed area haply through bending.
Preferably, extension bar construction of the present invention also comprises at least one cabinet-type bar construction, and cabinet-type bar construction is tied up solid with two long limit reinforcing bar portions mutually.
Preferably, when the quantity of closed area is a plurality of haply, a plurality of closed areas are haply rough equidistantly to be formed separately.
An embodiment more of the present invention provides a kind of corner type bar construction of reinforced concrete wall version, it comprises the first " U " steel bar and second " U " steel bar, each first " U " steel bar and second " U " steel bar comprise two long limit reinforcing bar portions and a minor face reinforcing bar portion, wherein the long limit reinforcing bar portion of solid second " U " steel bar is tied up by the minor face reinforcing bar portion of first " U " steel bar, and the long limit reinforcing bar portion that consolidates first " U " steel bar is tied up by the minor face reinforcing bar portion of second " U " steel bar.
Corner type bar construction of the present invention, also comprises the 3rd " U " steel bar, and the long limit reinforcing bar portion of the long limit reinforcing bar portion of the 3rd " U " steel bar and second " U " steel bar ties up solid mutually.
Preferably, the first " U " steel bar or second " U " steel bar reinforcing bar also comprise through bending has around forming closed area haply.
An embodiment more of the present invention provides a kind of bar construction engineering method of reinforced concrete wall version, comprises the following step: a plurality of reserved steel bars are vertically set on the concrete building space of a whole page; A plurality of bar constructions are set in a plurality of reserved steel bars, and wherein each bar construction includes through bending around forming at least one reinforcing bar of closed area haply; Respectively many longitudinal reinforcements are placed in a plurality of bar constructions; Position is fixed in many longitudinal reinforcements and a plurality of reserved steel bar colligation at the both ends of a plurality of bar constructions; Sequentially by fixing colligation many longitudinal reinforcements at both ends in place of a plurality of bar constructions, a plurality of bar constructions predeterminable range separately wherein; By other longitudinal reinforcement and the fixedly colligation of a plurality of bar construction.
The present invention has the following advantages: it is visible that the safety of thing is more guaranteed, constructs more rapidly, built to goodization of shock resistance, quality.
Accompanying drawing explanation
Above-mentioned and further feature of the present invention and advantage will become more aobvious by describing its exemplary embodiments in detail with reference to accompanying drawing and easily know, wherein:
Figure 1A is according to the schematic diagram of the bar construction of first embodiment of the invention;
Figure 1B is according to the perspective view of the bar construction of first embodiment of the invention;
Fig. 1 C is the assembling perspective view according to the bar construction of first embodiment of the invention;
Fig. 2 A is according to the schematic diagram of the bar construction of second embodiment of the invention;
Fig. 2 B is according to the perspective view of the bar construction of second embodiment of the invention;
Fig. 2 C is the assembling perspective view according to the bar construction of second embodiment of the invention;
Fig. 3 A is according to the schematic diagram of the bar construction of third embodiment of the invention;
Fig. 3 B is according to the perspective view of the bar construction of third embodiment of the invention;
Fig. 3 C is the assembling perspective view according to the bar construction of third embodiment of the invention;
Fig. 4 A is according to the schematic diagram of the bar construction of fourth embodiment of the invention;
Fig. 4 B is according to the perspective view of the bar construction of fourth embodiment of the invention;
Fig. 4 C is the assembling perspective view according to the bar construction of fourth embodiment of the invention;
Fig. 5 A is according to the schematic diagram of the bar construction of fifth embodiment of the invention;
Fig. 5 B is according to the perspective view of the bar construction of fifth embodiment of the invention;
Fig. 5 C is the assembling perspective view according to the bar construction of fifth embodiment of the invention;
Fig. 6 A is according to the schematic diagram of the bar construction of sixth embodiment of the invention;
Fig. 6 B is according to the perspective view of the bar construction of sixth embodiment of the invention;
Fig. 6 C is the assembling perspective view according to the bar construction of sixth embodiment of the invention;
Fig. 7 A is according to the schematic diagram of the bar construction of seventh embodiment of the invention;
Fig. 7 B is according to the perspective view of the bar construction of seventh embodiment of the invention;
Fig. 7 C is the assembling perspective view according to the bar construction of seventh embodiment of the invention; And
Fig. 8 A to Fig. 8 F is the schematic flow sheet of the bar construction engineering method of the reinforced concrete wall version according to the present invention.
Description of reference numerals
11,12,13,131,132,142,143,152,153,64,71,711: reinforcing bar; 14,141,15,151,16,51,82: bar construction; 20,21,22,23,24,25,26,27,28,29,52: closed area haply; 53: parallel reinforcing bar; 61,62,63: " U " steel bar; 70: post beam; 72: minor face reinforcing bar portion; 73: length limit reinforcing bar portion; 80: the concrete building space of a whole page; 81: reserved steel bar; 83: longitudinal reinforcement; 84: colligation bearing; 90: longitudinal strengthening reinforcing bar; R1: indicate region.
The specific embodiment
At this, use, vocabulary " and/or " any or all combination of comprising one or more relevant bar list of items.When the narration prefix of " at least one " is before a bill of component, modify whole inventory assembly and indivedual assemblies in non-modified inventory.
The embodiment of the present invention has compared with minimal thickness and high-aspect-ratio for reinforced concrete wall version, and there is larger area characteristic simultaneously, see through improvement bar construction with the horizontal interval of stiffener concrete wall version maintain, both ends, centre position or angle position, effectively to promote reinforced concrete wall version, or even the whole seismic safety of building thing.
Figure 1A is according to the schematic diagram of the bar construction of the reinforced concrete wall version of first embodiment of the invention.Figure 1B is according to the perspective view of the bar construction of first embodiment of the invention, and Fig. 1 C is the assembling perspective view according to the bar construction of first embodiment of the invention.
Consult the (i) part of Figure 1A and the (i) part of Figure 1B, bar construction of the present invention is characterised in that and includes through bending around forming at least one reinforcing bar 11 of closed area 20 haply.See through reinforcing bar 11 is bent to form integrated bar construction, while being used in reinforced concrete wall version, can strengthen its shatter-proof degree.Please note, for convenience of description with for the purpose of better understanding, at the both ends of the reinforcing bar 11 that illustrates of (i) part of Figure 1A, separate mutually and have an opening, but while implementing, the both ends of reinforcing bar 11 for closely overlapping mutually, as shown in the sign region R1 of Figure 1B, make to promote the concrete surrounding bundle force of open end in principle, the shock-proof effect of strengthening structure, and avoid reinforcing bar to separate the generation that colligation causes shatter-proof degree to decline.Moreover the both ends of reinforcing bar 11 closely overlap up and down in indicating region R1, but its non-not restriction, the both ends of reinforcing bar 11 optionally also can closely overlap in the horizontal direction or in other direction.Above-mentioned plotting mode is useful in following all embodiment.
Therefore owing to building in thing structure one, the structure that the structure that reinforced concrete wall version is normally thinner or aspect ratio are larger, also needs to promote the intensity of reinforced concrete wall version, can effectively promote construction quality and seismic safety that integral body is built thing.So the bar construction of the first embodiment can be between 15 centimeters to 50 centimeters, or its aspect ratio can be greater than 2.5 to 1 ratio, and with this understanding, bar construction of the present invention can promote intensity and the construction quality of reinforced concrete wall version effectively.
Please continue and consult the (ii) part of Figure 1A and the (ii) part of Figure 1B, its change type that be first embodiment of the invention, reinforcing bar 12 after bending on the both sides of whole bar construction respectively around two closed areas 21 and 22 haply of formation.Haply closed area 21 and 22 by the institute of a plurality of reinforcing bar portion through bending around forming, and a plurality of reinforcing bar portion can be used on other reinforcing bar of tying up on solid and bar construction different directions, example longitudinal strengthening reinforcing bar 90 as shown in Figure 1 C, so closed area 21 and 22 not only can see through and integratedly improve its intensity around reinforcing bar portion haply, and also determined that longitudinal strengthening reinforcing bar 90 ties up solid position.Therefore, by using bar construction of the present invention, the workman of construction has conforming position of tying up solid longitudinal strengthening reinforcing bar 90, must not decide in its sole discretion, make the shatter-proof quality of safety to be extended to building site from design, each details of building-site construction can guarantee with thin portion, and the safe mass of building thing also can promote.
Please continue and consult the (iii) part of Figure 1A and the (iii) part of Figure 1B, it is the change type of first embodiment of the invention, reinforcing bar 13 after bending in the centre position of whole bar construction around forming closed area 23 haply, its by the institute of a plurality of reinforcing bar portion through bending around forming, and reinforcing bar portion can control the spacing of the transverse reinforcement colligation of wall version thickness, to maintain the parallel distance of transverse reinforcement, enable to meet the requirement of structure design working drawing, and lifting construction quality.In addition, closed area 23 optionally can be a plurality ofly haply, as (v) as shown in part of Figure 1A, maintains respectively the horizontal range of transverse reinforcement.And a plurality of closed areas haply the best can roughly equidistantly form separately.
Please continue and consult the (iv) part of Figure 1A and the (iv) part of Figure 1B, it is the change type of first embodiment of the invention, the bending feature of reinforcing bar 131 binding reinforcements 12 and reinforcing bar 13, in the two ends of whole bar construction and centre position respectively around forming closed area 21,22,23 haply.
Please continue the (v) part of consulting Figure 1A, its change type that be first embodiment of the invention, reinforcing bar 132 through bending and at the two ends of whole bar construction respectively around forming closed area 21,22 haply, and in centre position around a plurality of closed areas 23 of formation.Wherein, a plurality of closed areas haply the best can roughly equidistantly form separately.
Fig. 2 A is according to the schematic diagram of the bar construction of second embodiment of the invention, and Fig. 2 B is according to the perspective view of the bar construction of second embodiment of the invention, and Fig. 2 C is the combination perspective view according to the bar construction of second embodiment of the invention.
The second embodiment is the bar construction 14 of perpendicular type haply, as the (i) part and (i) as shown in part of Fig. 2 B of Fig. 2 A, bar construction 14 forms a right angle moulding after bending, and has around forming a closed area 24 haply, and it can be used on respectively ties up solid longitudinal strengthening reinforcing bar 90.As the (ii) part and (ii) as shown in part of Fig. 2 B of Fig. 2 A, bar construction 141 forms a right angle moulding after bending, and has around forming two closed areas 24 and 25 haply, and it can be used on respectively ties up solid longitudinal strengthening reinforcing bar 90, as shown in Figure 2 C.
In addition, the bar construction of right angle moulding, also can be realized with two reinforcing bars one-body molded except using a reinforcing bar bending, and the (iii) part of Fig. 2 A shows this change type of the second embodiment.(iii) part at Fig. 2 A comprises two around forming the reinforcing bar 142 and 143 of closed area haply, and then staggered tying up consolidates to form the bar construction of right angle moulding up and down.
Fig. 3 A is according to the schematic diagram of the bar construction of third embodiment of the invention, and Fig. 3 B is according to the perspective view of the bar construction of third embodiment of the invention, and Fig. 3 C is the combination perspective view according to the bar construction of third embodiment of the invention.
The 3rd embodiment is the bar construction 15 of T-shape haply, as the (i) part and (i) as shown in part of Fig. 3 B of Fig. 3 A, bar construction 15 forms a T-shape shape after bending, and has around forming closed area 26 haply, and it can be used on respectively ties up solid longitudinal reinforcement.The (ii) part of Fig. 3 A is the change type of the 3rd embodiment with the (ii) part of Fig. 3 B, bar construction 151 forms a T-shape shape after bending, and have two around forming closed area 26 and 27 haply, it can be used on respectively ties up solid longitudinal strengthening reinforcing bar 90, as shown in Figure 3 C.
In addition, T-shape bar construction, also can be realized with two reinforcing bars one-body molded except using a reinforcing bar bending, and the (iii) part of Fig. 3 A shows this change type of the 3rd embodiment.(iii) part at Fig. 3 A comprises two around forming the reinforcing bar 152 and 153 of closed area haply, and then staggered tying up consolidates to form the bar construction of right angle moulding up and down.
Fig. 4 A is according to the schematic diagram of the bar construction of fourth embodiment of the invention, and Fig. 4 B is according to the perspective view of the bar construction of fourth embodiment of the invention, and Fig. 4 C is the combination perspective view according to the bar construction of fourth embodiment of the invention.
The 4th embodiment is the bar construction 16 of " ㄇ " type haply., as (i) part and (i) as shown in the part of Fig. 4 B of Fig. 4 A, bar construction 16 forms one " ㄇ " type shape after bending, and has around forming two closed areas 28 and 29 haply, and it can be used on respectively ties up solid longitudinal strengthening reinforcing bar 90, as shown in Figure 4 C.
In the 4th embodiment, except on the corner forming haply closed area, also can be in other region of bar construction around forming closed area haply, the closed area haply 26 of Fig. 3 A for example.
In sum, the bar construction of reinforced concrete wall version of the present invention is rectilinear form, " ㄇ " shape, rectangular shaped, "T"-shaped shape, a bent angle shape or other similar wall version shape haply haply haply haply, but not take these a little embodiment is restriction, the bar construction of the reinforced concrete wall version of all one-body molded concepts according to the invention, all within the scope of the invention.In addition, the angle of the bent angle shape of bar construction is also unrestricted.
Fig. 5 A is according to the schematic diagram of the bar construction of fifth embodiment of the invention, and Fig. 5 B is according to the perspective view of the bar construction of fifth embodiment of the invention, and Fig. 5 C is the assembling perspective view according to the bar construction of fifth embodiment of the invention.
The bar construction of the 5th embodiment is used in cabinet-type bar construction, and it is characterized in that comprising one has around forming the reinforcing bar 51 of closed area 52 haply, as shown in Fig. 5 A and Fig. 5 B.This interval steel bar structure can be tied up solid between two parallel reinforcing bars 53, and the longer reinforcing bar of length particularly, to maintain the distance of two parallel reinforcing bars, as Fig. 5 C.In addition, this interval steel bar structure is not limited to use at two parallel reinforcing bars independently, also can use this interval steel bar structure, to strengthen maintaining the distance of two reinforcing bar portions between any two parallel reinforcing bar portions of the bar construction of above-described embodiment.
The bar construction of above-described embodiment illustrates with a reinforcing bar, yet and bar construction of the present invention also comprises the bar construction of tying up mutually solid formation with many reinforcing bars.
Fig. 6 A is according to the schematic diagram of the bar construction of sixth embodiment of the invention.Fig. 6 B is according to the perspective view of the bar construction of sixth embodiment of the invention.Fig. 6 C is the assembling perspective view according to the bar construction of sixth embodiment of the invention.
The 6th embodiment is the corner type bar construction of reinforced concrete wall version, the (i) part of Fig. 6 A and the (i) bar construction shown in part of Fig. 6 B comprise one first " U " steel bar 61 and one second " U " steel bar 62, each first " U " steel bar and second " U " steel bar comprise two long limit reinforcing bar portions and a minor face reinforcing bar portion, wherein the long limit reinforcing bar portion of solid second " U " steel bar is tied up by the minor face reinforcing bar portion of first " U " steel bar, and the long limit reinforcing bar portion that consolidates first " U " steel bar is tied up by the minor face reinforcing bar portion of second " U " steel bar.By this, to form corner type bar construction.
Please continue referring to the (ii) part of Fig. 6 A and the (ii) part of Fig. 6 B, this bar construction comprise the reinforcing bar 11 shown in Figure 1A and through bending around forming two reinforcing bars 64 of closed area haply, reinforcing bar 11 is tied up solid to form corner type bar construction with reinforcing bar 64 mutually, and closed area can be used on and ties up solid longitudinal strengthening reinforcing bar 90 haply, as shown in Figure 6 C.
Fig. 7 A is according to the schematic diagram of the bar construction of seventh embodiment of the invention, and Fig. 7 B is according to the perspective view of the bar construction of seventh embodiment of the invention, and Fig. 7 C is the assembling perspective view according to the bar construction of seventh embodiment of the invention.
The seventh embodiment of the present invention is the bar construction that is useful in cylinder or beam body, for convenience of description for the purpose of, below with " post beam ", be described.In the (i) part of Fig. 7 A and the (i) part of Fig. 7 B, this embodiment is the extension bar construction that is used in a post beam 70, it is characterized in that comprising the reinforcing bar 71 having through at least two long limit reinforcing bar portions 73 and a minor face reinforcing bar portion 72 of bending, wherein one end of at least two long limit reinforcing bar portions 73 is connected with minor face reinforcing bar portion 72, and the other end of at least two long limit reinforcing bar portions 73 is tied up solid with post beam 70 mutually, and at least two long limit reinforcing bar portions are used in and tie up solid other transverse reinforcement, can improve by this shock resistance and the construction quality of the wall that distance is longer.
Please continue and consult the (ii) part of Fig. 7 A and the (ii) part of Fig. 7 B, it illustrates the change type of the 7th embodiment, reinforcing bar 711 bent and in centre part around forming closed area at least haply, to form extension bar construction.This can be used on and tie up solid longitudinal strengthening reinforcing bar 90 in closed area haply, as shown in Fig. 7 C.
Refer to Fig. 8 A to Fig. 8 F, it illustrates the schematic flow sheet of the bar construction engineering method of the reinforced concrete wall version according to the present invention.Bar construction engineering method of the present invention comprises the following step.First, at Fig. 8 A, according to project blue print, will want the correct setting-out of construction location on the concrete building space of a whole page 80, a plurality of reserved steel bars 81 will vertically be set on the concrete building space of a whole page 80.Then, Fig. 8 B, is set in a plurality of bar constructions 82 of the present invention in reserved steel bar 81.In Fig. 8 C, many longitudinal reinforcements 83 are placed in bar construction 82.Then, Fig. 8 D, first fixes position at the longitudinal reinforcement 83 at the both ends of bar construction 82 with reserved steel bar 81 colligations, makes the longitudinal reinforcement 83 can be upright.In figure, the part that indicates " X " is longitudinal reinforcement 83 and reserved steel bar 81 colligation bearings 84, and represents with thicker straight line two reinforcing bars that colligation is fixing.
In Fig. 8 E, follow the bar construction position according to project blue print, sequentially from top to bottom by the fixing colligation longitudinal reinforcement 83 at both ends in place of each bar construction 82, that is the bar construction 82 of colligation lower position again after the bar construction 82 of first colligation higher position.In Fig. 8 F, according to the longitudinal reinforcement position of project blue print, sequentially by other fixedly colligation of longitudinal reinforcement 83, completed the bar construction assembling of whole concrete wall version.
Although the present invention shows especially and describes with reference to its exemplary embodiments, to conventionally know that the knowledgeable understands for affiliated technical field tool, do not departing under the defined spirit of the present invention of following claim scope and equivalent thereof and category and can carry out the various changes in form and details to it.
Claims (14)
1. a bar construction for reinforced concrete wall version, is characterized in that, includes through bending around forming at least one reinforcing bar of closed area haply.
2. bar construction as claimed in claim 1, is characterized in that, described closed area is haply by the institute of a plurality of reinforcing bar portion through bending around forming, and described a plurality of reinforcing bar portion is used in other reinforcing bar of tying up on solid and described bar construction different directions.
3. bar construction as claimed in claim 1, is characterized in that, described in when the quantity of closed area is a plurality of haply, described a plurality of closed areas are haply rough equidistantly to be formed separately.
4. bar construction as claimed in claim 1, is characterized in that, described in the quantity of at least one reinforcing bar while being many, described many reinforcing bars up and down staggered tie up solid to form described bar construction.
5. bar construction as claimed in claim 1, is characterized in that, described in bar construction be rectilinear form haply, " ㄇ " shape, rectangular shaped, "T"-shaped shape or bent angle shape haply haply haply.
6. a cabinet-type bar construction, is used in and ties up admittedly between two parallel reinforcing bars, and described cabinet-type bar construction is characterised in that, with one, around forming the reinforcing bar of closed area haply, is formed.
7. an extension bar construction that is used in post beam, it is characterized in that, comprise the reinforcing bar having through at least two long limit reinforcing bar portions and a minor face reinforcing bar portion of bending, one end of wherein said at least two long limit reinforcing bar portions is connected with described minor face reinforcing bar portion, and that the other end of described at least two long limit reinforcing bar portions and described post beam are tied up is mutually solid, and being used in, described at least two long limit reinforcing bar portions tie up solid other transverse reinforcement.
8. extension bar construction as claimed in claim 7, is characterized in that, described reinforcing bar more has through bending around forming closed area at least haply.
9. extension bar construction as claimed in claim 7, is characterized in that, also comprises at least one cabinet-type bar construction, and described cabinet-type bar construction is tied up solid with described two long limit reinforcing bar portions mutually.
10. extension bar construction as claimed in claim 7, is characterized in that, when the quantity of described closed area is haply a plurality of, described a plurality of closed areas are haply rough equidistantly to be formed separately.
The corner type bar construction of 11. 1 kinds of reinforced concrete wall versions, it is characterized in that, comprise the first " U " steel bar and second " U " steel bar, described in each, the first " U " steel bar and described second " U " steel bar comprise two long limit reinforcing bar portions and a minor face reinforcing bar portion, the described long limit reinforcing bar portion of admittedly described second " U " steel bar is tied up by the described minor face reinforcing bar portion of wherein said first " U " steel bar, and the described long limit reinforcing bar portion of admittedly described first " U " steel bar is tied up by the described minor face reinforcing bar portion of described second " U " steel bar.
12. corner type bar constructions as claimed in claim 11, is characterized in that, also comprise the 3rd " U " steel bar, and the long limit of two of described the 3rd " U " steel bar reinforcing bar portion ties up solid with described two long limit reinforcing bar portions of described second " U " steel bar respectively mutually.
13. corner type bar constructions as claimed in claim 11, is characterized in that, described the first " U " steel bar or described second " U " steel bar reinforcing bar also comprise through bending to be had around forming closed area haply.
The bar construction engineering method of 14. 1 kinds of reinforced concrete wall versions, is characterized in that, comprises:
A plurality of reserved steel bars are vertically set on the concrete building space of a whole page;
A plurality of bar constructions are set in described a plurality of reserved steel bar, and wherein described in each, bar construction includes through bending around forming at least one reinforcing bar of closed area haply;
Many longitudinal reinforcements are placed in described a plurality of bar construction respectively;
Position is fixed in described many longitudinal reinforcements and described a plurality of reserved steel bar colligation at the both ends of described a plurality of bar constructions;
Sequentially, by fixing colligation described many longitudinal reinforcements at both ends in place of described a plurality of bar constructions, wherein said a plurality of bar constructions are predeterminable range separately;
By described other longitudinal reinforcement and the fixedly colligation of described a plurality of bar construction.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| TW102117655 | 2013-05-17 | ||
| TW102117655A TWI570308B (en) | 2013-05-17 | 2013-05-17 | Steel structutre for reinforced concrete wall panel and method thereof |
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| CN104164927A true CN104164927A (en) | 2014-11-26 |
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| CN201410070517.8A Pending CN104164927A (en) | 2013-05-17 | 2014-02-28 | Steel bar structure of reinforced concrete wall plate and construction method thereof |
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| Country | Link |
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| JP (1) | JP2014227827A (en) |
| CN (1) | CN104164927A (en) |
| SG (1) | SG10201402417WA (en) |
| TW (1) | TWI570308B (en) |
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| CN106948494A (en) * | 2017-05-10 | 2017-07-14 | 安徽省交通控股集团有限公司 | A kind of O-shaped steel bar connecting structure |
| 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 |
| CN113338542A (en) * | 2021-06-15 | 2021-09-03 | 三一筑工科技股份有限公司 | Reinforcing mesh, forming method thereof and reinforcing cage |
Families Citing this family (1)
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|---|---|---|---|---|
| CN113814336B (en) * | 2021-09-27 | 2023-06-23 | 中铁二十四局集团有限公司 | Integral processing method of Z-shaped reinforcement cage of diaphragm wall |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106948494A (en) * | 2017-05-10 | 2017-07-14 | 安徽省交通控股集团有限公司 | A kind of O-shaped steel bar connecting structure |
| 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 |
| CN113338542A (en) * | 2021-06-15 | 2021-09-03 | 三一筑工科技股份有限公司 | Reinforcing mesh, forming method thereof and reinforcing cage |
| CN113338542B (en) * | 2021-06-15 | 2023-08-18 | 三一筑工科技股份有限公司 | Reinforcement cage and forming method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| TWI570308B (en) | 2017-02-11 |
| SG10201402417WA (en) | 2014-12-30 |
| TW201420848A (en) | 2014-06-01 |
| JP2014227827A (en) | 2014-12-08 |
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