CN206016065U - The confinement hooping structure of reinforcing beam body and the girder construction of reinforcing - Google Patents
The confinement hooping structure of reinforcing beam body and the girder construction of reinforcing Download PDFInfo
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- CN206016065U CN206016065U CN201620384534.3U CN201620384534U CN206016065U CN 206016065 U CN206016065 U CN 206016065U CN 201620384534 U CN201620384534 U CN 201620384534U CN 206016065 U CN206016065 U CN 206016065U
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- confinement
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Abstract
The utility model proposes the girder construction of the confinement hooping structure of reinforcing beam body and reinforcing, which is used in reinforced concrete structure.The confinement hooping structure includes：Multiple kinks and multiple reinforcing bar portions.The plurality of kink and the plurality of reinforcing bar portion are integrally formed hooping structures, in order to be sheathed on multiple beam main tendons of beam body, can thereby strengthen girder construction.In some embodiments of the present utility model, the girder construction that is realized using the confinement hooping structure is pre- group bar construction, therefore which can realize the modularization of girder construction, so as to promoting the efficiency of construction and contributing to the integrally-built reinforcing of building.
Description
Technical field
The utility model is related to a kind of bar construction of building body, more particularly to a kind of for the strong of reinforced concrete structure
Change the confinement hooping structure of beam body and the girder construction of reinforcing.
Background technology
China is located at two violent earthquake band of the world-between circum-Pacific seismic belt and Eurasian earthquake zone, by Pacific-oceanic plate, print
Degree plate and the squeezing action of Philippine Sea plate, make in regional that Earthquake Fault Zone is very more and active, cause earthquake frequency
Numerous earthquake calamity is serious.
In order to avoid causing the loss of life and property in earthquake, it is shatter-proof how main it is critical only that builds a safety
Building.In China's Mainland, reinforced concrete structure is also a kind of version that application is most, accounts for the exhausted most of sum
Number, while be also in the world using the area that reinforced concrete structure is most.Therefore, the skill of the structure of reinforced concrete-bar concrete
Art, is of great significance to the life and property safety that ensure the people.
When seismic force received by building structure, larger shearing will be born in the end of reinforced beam, thus in order to because
The shearing brought by seismic force, the end of existing reinforced beam is answered often to have the configuration of twin beams stirrup.
But, the spacing very little being designed as between each beam stirrup of existing beam stirrup, if wherein again in a conventional manner two
Individual stirrup adds the mode of stirrup top cover colligation to apply, and often causes the beam stirrup above beam main tendon to gather, causes concrete not
Easily pour and put tamping, and affect the bond stress solidity really of concrete and rebar.
Summary, therefore need badly a kind of beam hooping structure and using the structure girder construction solving prior art institute
The problem of generation.
Utility model content
Therefore, the utility model proposes the girder construction of the confinement hooping structure of reinforcing beam body and reinforcing, which is used for reinforcing bar and mixes
In Xtah Crude Clay structure.The confinement hooping structure includes：Multiple kinks and multiple reinforcing bar portions.The plurality of kink and described many
Individual reinforcing bar portion is integrally formed hooping structure, in order to be sheathed on multiple beam main tendons of beam body, can thereby strengthen beam body knot
Structure.
The utility model proposes an a kind of embodiment of the confinement hooping structure of reinforcing beam body, the confinement hooping structure bag
Include：Multiple kinks and multiple reinforcing bar portions.The plurality of kink is the column structure in bending.The plurality of reinforcing bar portion is to be in
The column structure of vertical bar, and be connected between the plurality of kink.The plurality of kink and the plurality of reinforcing bar portion are one
The hooping structure of body shaping, and generally rectangular multiple rectangular areas are formed, the plurality of rectangular area is to be staggered to form
At least one overlapping area, the confinement hooping structure are to be sheathed on multiple beam main tendons, at least one overlapping area
And the non-described overlapping area part of the rectangular area is respectively in order to being sheathed on the plurality of beam main tendon.
In some embodiments of the confinement hooping structure of the reinforcing beam body, the starting point of the confinement hooping structure and only
It is in 90 degree of crotches or 135 degree of crotches respectively that point is.
Additionally, the utility model proposes an a kind of embodiment of the girder construction of reinforcing, which is used in reinforced concrete structure,
The girder construction of the reinforcing includes：Confinement hooping structure described in multiple beam main tendons and multiple as above any embodiments.Described enclose
Beam hooping structure is to be sheathed on the plurality of beam main tendon, the non-institute of at least one overlapping area and the rectangular area
It is respectively in order to being sheathed on the plurality of beam main tendon to state overlapping area part.
In certain embodiments, the girder construction of the reinforcing is pre- group bar construction, for carrying out continued access with bar construction
And become a part for the structure of building.
In addition the utility model proposes an a kind of embodiment of the confinement hooping structure of reinforcing beam body, the confinement stirrup knot
Structure includes：Multiple kinks and multiple reinforcing bar portions.The plurality of kink is the column structure in bending.The plurality of reinforcing bar portion
It is the column structure in vertical bar, and is connected between the plurality of kink.The plurality of kink and the plurality of reinforcing bar portion
It is integrally formed hooping structure, and forms generally rectangular multiple rectangular areas, and each rectangular area is mutual
Overlap and there is spacing each other, the confinement hooping structure is to be sheathed on multiple beam main tendons.
In some embodiments of the confinement hooping structure of the reinforcing beam body, the starting point of the confinement hooping structure and only
It is in 90 degree of crotches or 135 degree of crotches respectively that point is.
Additionally, the utility model proposes an a kind of embodiment of the girder construction of reinforcing, which is used in reinforced concrete structure,
The girder construction of the reinforcing includes：Confinement hooping structure described in multiple beam main tendons and multiple as above any embodiments.Described enclose
Beam hooping structure is to be sheathed on the plurality of beam main tendon, and each rectangular area is mutually to overlap and have each other
Spacing.
In certain embodiments, the girder construction of the reinforcing is pre- group bar construction, for carrying out continued access with bar construction
And become a part for the structure of building.
It is using the beneficial effect produced by above-mentioned technical proposal：The confinement hooping structure of the reinforcing beam body can subtract
Few workman colligation is fixed the required time and reduces constructional deficiency.Additionally, beam body is because of the confinement hoop using the reinforcing beam body
Muscle structure, can promote the efficiency of construction and accuracy rate of architectural engineering, and can realize out more strengthening compared with existing structure
Beam structure body.Additionally, in some embodiments of the present utility model, the girder construction that is realized using the confinement hooping structure is pre- group
Bar construction, therefore which can realize the modularization of girder construction, so as to promoting the efficiency of construction and contributing to building overall structure
Reinforcing.
Description of the drawings
With reference to the accompanying drawings and detailed description the utility model is described in further detail.
Fig. 1 is cutd open for an embodiment of the girder construction of the reinforcing of the confinement hooping structure with reinforcing beam body of utility model
Face schematic diagram.
Fig. 2 is another embodiment of the girder construction of the reinforcing of the confinement hooping structure with reinforcing beam body of utility model
Generalized section.
Fig. 3 to Fig. 6 is schematic diagram of the confinement hooping structure of the reinforcing beam body of Fig. 1 when using.
Schematic diagrames of the Fig. 7 to Fig. 9 for some embodiments of the confinement hooping structure of the reinforcing beam body of utility model.
Figure 10 is the schematic appearance of an embodiment of the girder construction according to reinforcing of the present utility model.
Figure 11 is the schematic appearance that the girder construction of the reinforcing of Figure 10 is engaged with rod structure.
Wherein：1、1A、1D：The girder construction of reinforcing；10、10A、10B、10C、10D：Confinement hooping structure；101、101A、
101B、101C：Reinforcing bar portion；102、102A、102B、102C：Kink；A1：Rectangular area；A2：Overlapping area；12、12D：Beam
Cage bar；121：Upper strata beam main tendon；122：Lower floor's beam main tendon；2：Rod structure；D：Spacing；9A、9B：Bridging arrangement；30：Adapter；
91：Reinforcing bar；92：Stirrup；95：T head anchoring structures.
Specific embodiment
With reference to the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out clearly
Chu, it is fully described by, it is clear that described embodiment is only a part of embodiment of the present utility model, rather than whole
Embodiment.Embodiment in based on the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment for being obtained, belongs to the scope of the utility model protection.
A lot of details are elaborated in the following description in order to fully understand the utility model, but this practicality is new
Type can also be different from alternate manner described here using other to implement, and those skilled in the art can be without prejudice to this reality
With similar popularization is done in the case of new intension, therefore the utility model is not limited by following public specific embodiment.
Hereinafter attempt to strengthen multiple embodiments of the confinement hooping structure of beam body and the girder construction of reinforcing, to illustrate to be based on
The various embodiments of confinement hooping structure of the present utility model.However, the form of confinement hooping structure of the present utility model and
Configuration mode be not limited in example below example and, or other deformations or modification example；For reinforcing
For girder construction, also it is such.Additionally, in the examples below, confinement hooping structure is to be sheathed on beam main tendon, its beam master
Muscle is for example parallel to ground or on rod structure；It is well known to those skilled in the art due to this, therefore is repeated no more.
Fig. 1 is referred to, which is the reality of the girder construction of the reinforcing of the confinement hooping structure with reinforcing beam body of utility model
Apply the schematic diagram of example.In the girder construction 1 of reinforcing as shown in Figure 1, the confinement hooping structure 10 for strengthening beam body is comprising multiple steel
Muscle portion 101 and multiple kinks 102.The plurality of kink 102 is the column structure in bending.The plurality of reinforcing bar portion
101 is the column structure in vertical bar, and is connected between the plurality of kink 102.The plurality of kink 102 and described many
Individual reinforcing bar portion 101 is integrally formed hooping structure, and forms the confinement stirrup of multiple generally rectangular rectangular area A1
Structure 10, and multiple generally rectangular area A1 are staggered to form overlapping area A2.
The confinement hooping structure 10 is the girder construction 1 for being sheathed on multiple beam main tendons 12 so as to form reinforcing.At least
The part of the non-category of one overlapping area A2 and the rectangular area A1 overlapping area A2 is described in order to be sheathed on respectively
Multiple beam main tendons 12.In other words, the overlapping area A2 in above-mentioned is available for multiple beam main tendons 12 to wear；And on the other hand, each big
In cause, the part of the non-category overlapping area A2 of rectangular area A1 is also available for multiple beam main tendons 12 to wear.
Additionally, when realizing, in order to increase structural strength, each starting point for surrounding confinement hooping structure 10 and stop can
It is in 90 degree of crotches or 135 degree of crotches respectively；And, as shown in figure 1, the starting point of confinement hooping structure 10 and stop are all curved in 135 degree
Hook；However, which is merely illustrative, the utility model to this anchoring structure and is not particularly limited.
Fig. 2 is referred to, which is the schematic diagram of another embodiment of the confinement hooping structure of the reinforcing beam body of utility model.Such as
Shown in Fig. 2, the present embodiment is similar to the embodiment of Fig. 1, also with multiple reinforcing bar portion 101A and multiple kink 102A, but
In both structures, difference is that the confinement hooping structure 10 of the embodiment of Fig. 1 is staggeredly to overlap out one with two rectangular area A1
As a example by the structure of overlapping area A2, and the confinement hooping structure 10A of the present embodiment is staggeredly overlapped with multiple rectangular area A1
As a example by going out the structure of more than one overlapping area A2, as shown in Fig. 2 being to surround three squares with reinforcing bar portion 101A and kink 102A
Shape region A1, and three rectangular area A1 staggeredly overlap and form two overlapping area A2；So, the rectangular area A1 quantity which surrounds
And the formed overlapping area A2 quantity that staggeredly overlaps, not to be limited, visual demand and actual conditions design are adjusted.
Fig. 3 to Fig. 6 is referred to, which is schematic diagram of the confinement hooping structure of reinforcing beam body when using.In Fig. 3 to Fig. 6
In, by taking the structure of confinement hooping structure 10 as shown in Figure 1 as an example, but impracticable new be not limited thereto, for example available
The embodiment of the confinement hooping structure of any utility model.Fig. 3 is refer to, for example, upper strata beam main tendon 121 can be located in
The post reinforcing bar of rod structure 2, with the high upper strata beam main tendon 121 (as shown in Figure 3) of frame.Then, multiple confinement hooping structures 10 are arranged
On the high upper strata beam main tendon 121 of frame, and each confinement hooping structure 10 mutually adjacent (as shown in Figure 4)；Next step, by lower floor's beam
Cage bar 122 penetrates each confinement hooping structure 10 and wears the post reinforcing bar (as shown in Figure 5) of rod structure 2；Finally, will be mutually adjacent
Confinement hooping structure 10 is arranged according to fixed intervals, then to confinement hooping structure 10 and upper strata beam main tendon 121 and lower floor's beam main tendon
122 carry out colligation (as shown in Figure 6).
Fig. 7 and Fig. 8 is referred to, which is the signal of two embodiments of the confinement hooping structure of the reinforcing beam body of utility model
Figure.As shown in fig. 7, strengthening the confinement hooping structure 10B of beam body in the present embodiment comprising multiple reinforcing bar portion 101B and multiple bendings
Portion 102B.The plurality of kink 102B and the plurality of reinforcing bar portion 101B are integrally formed hooping structures, and are formed substantially
Upper rectangular multiple rectangular area A1, rectangular area A1 mutually overlap and there is space D each other.The confinement stirrup knot
Structure 10B is to be sheathed on multiple beam main tendons；In other words, overlapped the confinement stirrup for being formed by multiple generally rectangular area A1
Structure 10 is available for multiple beam main tendons to wear.
Additionally, when realizing, in order to increase structural strength, each starting point for surrounding confinement hooping structure 10B can be in 135
Degree crotch, and stop can be in 90 degree of crotches (as shown in Figure 7)；Also or the starting point of confinement hooping structure 10B and stop can all be in
135 degree of crotches (as shown in Figure 8).
Fig. 9 is referred to, which is the schematic diagram of another embodiment of the confinement hooping structure for strengthening beam body.As shown in Figure 9
Embodiment is similar to the embodiment of Fig. 7, and including multiple reinforcing bar portion 101C and multiple kink 102C, but in both structures
Difference is：Confinement hooping structure 10B shown in Fig. 7 (or Fig. 8) is and this reality as shown in Figure 9 by taking the structure of dual cuff as an example
The confinement hooping structure 10C for applying example is then by taking the hoop of three or more as an example.However, quantity of the utility model for cuff-like structure
Do not limit, visual demand and actual conditions design are adjusted.
In further embodiments, the utility model provides a kind of girder construction of reinforcing, and which, can used as pre- group bar construction
For continued access being carried out with bar construction become a part for the structure of building.This pre- group of bar construction is with a modular way
Building site is installed on construction of buildings, and the pre- group of bar construction is advance group and connects reinforcing bar and be molded, thereby made existing in building site
Can rapid construction to promote efficiency of construction, the accuracy rate of building, so as to improve the structure safety problem of building.Additionally,
The pre- group of bar construction is using pre- group engineering method, completes beam column bar construction with standardization, automatic flow in the factory, exempts from
The work item such as artificial reinforcing bar colligation in laborious scene when removing spacious, is carried out the lifting of beam column steel structure, organizes vertical and grouting etc. then at scene
Operation, using contributes to construction quality is substantially improved, reduces difficulty of construction, shortens the construction time, it is possible to reduce construction cost.
Figure 10 is the schematic appearance of another embodiment of the girder construction according to reinforcing of the present utility model.Such as Figure 10 institutes
Show, girder construction 1D of reinforcing is used for carrying out continued access with bridging arrangement 9A, 9B and becoming a part for the structure of building.Reinforcing
Girder construction 1D include multiple confinement hooping structure 10D and multiple beam main tendon 12D, more than confinement hooping structure 10D is, for example,
The embodiment (10,10A, 10B or 10C) of arbitrary confinement hooping structure or other modification examples for realizing according to utility model or
Change case.For example, girder construction 1D of reinforcing is continued with described bridging arrangement 9A, 9B by multiple adapters 30
Connect, so as to become girder construction.Described bridging arrangement 9A, 9B are fixed for the cage bar with rod structure is mutually overlapped, and are included
Reinforcing bar 91 is simultaneously connected with girder construction 1D of reinforcing by adapter 30, can suitably colligation stirrup 92 when needing.Additionally, institute
The one end for stating the reinforcing bar 91 of bridging arrangement 9A, 9B can also have T heads anchoring structure 95, to replace the anchoring structure of hooked bar；
However, the utility model is not limited for anchoring structure.In addition, described bridging arrangement 9A, 9B also can be considered linking reinforcing bar
Structure.In another embodiment, girder construction 1D of multiple reinforcings can extend the length of beam with continued access, and by bridging arrangement
9A, 9B and overlapped with other posts.Additionally, girder construction 1D of reinforcing is also can be considered with adapter 30, and the beam knot that strengthens
The cage bar at the two ends of structure 1D can be configured to the state for presenting drop, as shown in Figure 10.
Figure 11 is the schematic appearance that the girder construction of the reinforcing of Figure 10 is engaged with rod structure.As shown in figure 11, as post
Two pre- groups bar construction 1 (i.e. post) are fixed and arranged substantially perpendicular to each other through mutually overlap joint with girder construction 1D of reinforcing.Lift
For example, girder construction 1D of reinforcing is overlapped with other posts by bridging arrangement 9A, 9B.
As noted previously, as link bar construction of the present utility model, its by single reinforcing bar formed integrally formed
Hooping structure, take into account existing stirrup and the effect for being muscle, it is possible to reduce workman's colligation fix needed for time and reduce apply
Work defect.By single hooping structure, the making of the girder construction in building can be caused to be easier to construct.The reinforcing beam
The confinement hooping structure of body can reduce the time needed for workman's colligation is fixed and reduce constructional deficiency.Additionally, beam body is because making
With the confinement hooping structure of the reinforcing beam body, the efficiency of construction and accuracy rate of architectural engineering can be promoted, and can be realized
Go out the beam structure body that more strengthens compared with existing structure.Additionally, in some embodiments of the present utility model, being tied using the confinement stirrup
Structure is pre- group bar construction come the girder construction that realizes, therefore which can realize the modularization of girder construction, so as to promote the efficiency of construction
And contribute to the integrally-built reinforcing of building.Additionally, the reinforced concrete structure formed using the bar construction, can be with
Reach the effect of reinforcing fabric structure.
In sum, content of the present utility model is illustrated with embodiment above, but the utility model is simultaneously
Non- only it is defined in these embodiments.The utility model those of ordinary skill in the art, without departing from this
In the spirit and scope of utility model, when various also moving and modification can be carried out again；For example, will be illustrated in previous embodiment
Each technology contents are combined or change and become new embodiment, and these embodiments are also considered as the utility model certainly
Affiliated content.Therefore, the scope that the be intended to scope that protects of the utility model also includes the claims and its defined.
Claims (10)
1. a kind of reinforcing beam body confinement hooping structure, it is characterised in that in for reinforced concrete structure, the confinement stirrup
Structure includes：
Multiple kinks, are the column structures in bending；And
Multiple reinforcing bar portions, are the column structures in vertical bar, and are connected between the plurality of kink；
Wherein the plurality of kink and the plurality of reinforcing bar portion are integrally formed hooping structures, and are formed generally rectangular
Multiple rectangular areas, the plurality of rectangular area is to be staggered to form at least one overlapping area, and the confinement hooping structure is
In order to be sheathed on the non-described overlapping area part of multiple beam main tendons, at least one overlapping area and the rectangular area it is
Respectively in order to being sheathed on the plurality of beam main tendon.
2. according to claim 1 reinforcing beam body confinement hooping structure, it is characterised in that the confinement hooping structure
It is in 90 degree of crotches or 135 degree of crotches respectively that starting point and stop are.
3. a kind of girder construction of reinforcing, it is characterised in that in for reinforced concrete structure, the girder construction of the reinforcing includes：
Multiple beam main tendons；And
Multiple confinement hooping structures, its are used for being sheathed on the plurality of beam main tendon and forming a structure, the plurality of confinement
There is between adjacent confinement hooping structure in hooping structure spacing, each in the plurality of confinement hooping structure also to have：
Multiple kinks, are the column structures in bending；And
Multiple reinforcing bar portions, are the column structures in vertical bar, and are connected between the plurality of kink；
Wherein the plurality of kink and the plurality of reinforcing bar portion are integrally formed hooping structures, and are formed generally rectangular
Multiple rectangular areas, the plurality of rectangular area is to be staggered to form at least one overlapping area, and the confinement hooping structure is
In order to be sheathed on the non-described overlapping area part of multiple beam main tendons, at least one overlapping area and the rectangular area it is
Respectively in order to being sheathed on the plurality of beam main tendon.
4. the girder construction of reinforcing according to claim 3, it is characterised in that the girder construction of the reinforcing is pre- group reinforcing bar knot
Structure, becomes a part for the structure of building for carrying out continued access with bar construction.
5. the girder construction of the reinforcing according to claim 3 or 4, it is characterised in that the starting point of the confinement hooping structure and only
It is in 90 degree of crotches or 135 degree of crotches respectively that point is.
6. a kind of reinforcing beam body confinement hooping structure, it is characterised in that in for reinforced concrete structure, the confinement stirrup
Structure includes：
Multiple kinks, are the column structures in bending；And
Multiple reinforcing bar portions, are the column structures in vertical bar, and are connected between the plurality of kink；
Wherein the plurality of kink and the plurality of reinforcing bar portion are integrally formed hooping structures, and are formed generally rectangular
Multiple rectangular areas, and each rectangular area is mutually to overlap and there is spacing, the confinement hooping structure each other
It is to be sheathed on multiple beam main tendons.
7. according to claim 6 reinforcing beam body confinement hooping structure, the starting point of wherein described confinement hooping structure and
It is in 90 degree of crotches or 135 degree of crotches respectively that stop is.
8. a kind of girder construction of reinforcing, which is used in reinforced concrete structure, and the girder construction of the reinforcing includes：
Multiple beam main tendons；And
Multiple confinement hooping structures, its are used for being sheathed on the plurality of beam main tendon and forming a structure, the plurality of confinement
There is between adjacent confinement hooping structure in hooping structure spacing, each in the plurality of confinement hooping structure also to have：
Multiple kinks, are the column structures in bending；And
Multiple reinforcing bar portions, are the column structures in vertical bar, and are connected between the plurality of kink；
Wherein the plurality of kink and the plurality of reinforcing bar portion are integrally formed hooping structures, and are formed generally rectangular
Multiple rectangular areas, and each rectangular area is mutually to overlap and there is spacing each other.
9. the girder construction of reinforcing according to claim 8, the girder construction of wherein described reinforcing is pre- group bar construction, is used for
Continued access is carried out with bar construction and becomes a part for the structure of building.
10. the girder construction of reinforcing according to claim 8 or claim 9, the starting point of wherein described confinement hooping structure and stop are
It is in 90 degree of crotches or 135 degree of crotches respectively.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620384534.3U CN206016065U (en) | 2016-04-29 | 2016-04-29 | The confinement hooping structure of reinforcing beam body and the girder construction of reinforcing |
| JP2016005304U JP3208485U (en) | 2016-03-31 | 2016-11-02 | Stirrup structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620384534.3U CN206016065U (en) | 2016-04-29 | 2016-04-29 | The confinement hooping structure of reinforcing beam body and the girder construction of reinforcing |
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| Publication Number | Publication Date |
|---|---|
| CN206016065U true CN206016065U (en) | 2017-03-15 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620384534.3U Expired - Fee Related CN206016065U (en) | 2016-03-31 | 2016-04-29 | The confinement hooping structure of reinforcing beam body and the girder construction of reinforcing |
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| CN (1) | CN206016065U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110835978A (en) * | 2018-08-15 | 2020-02-25 | 戴云发 | Reinforcing steel bar structure, reinforcement design construction method thereof and assembling method of reinforcing steel bar module |
| TWI714940B (en) * | 2019-01-08 | 2021-01-01 | 易利隆鋼鐵有限公司 | Combined method and structure of pre-assembled ground beam and pre-assembled column |
-
2016
- 2016-04-29 CN CN201620384534.3U patent/CN206016065U/en not_active Expired - Fee Related
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 |
| TWI714940B (en) * | 2019-01-08 | 2021-01-01 | 易利隆鋼鐵有限公司 | Combined method and structure of pre-assembled ground beam and pre-assembled column |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170315 |