CN105604250B - Concrete column, beam, plate junction are with prefabricated overall assembled reinforced frame - Google Patents
Concrete column, beam, plate junction are with prefabricated overall assembled reinforced frame Download PDFInfo
- Publication number
- CN105604250B CN105604250B CN201610119692.0A CN201610119692A CN105604250B CN 105604250 B CN105604250 B CN 105604250B CN 201610119692 A CN201610119692 A CN 201610119692A CN 105604250 B CN105604250 B CN 105604250B
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- Prior art keywords
- reinforcing bar
- vertical reinforcement
- concrete column
- plate junction
- frame
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/0636—Three-dimensional reinforcing mats composed of reinforcing elements laying in two or more parallel planes and connected by separate reinforcing parts
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a kind of concrete column, beam, plate junction are with prefabricated overall assembled reinforced frame, it include vertical reinforcement framework and at least two-layer in the same direction through the connection reinforcing bar of vertical reinforcement framework, connection reinforcing bar is fixed as one with vertical reinforcement frame intersection；Vertical reinforcement framework is placed in concrete column, beam, plate junction, connection reinforcing bar is connected outside vertical reinforcement framework with outside reinforcing bar.The present invention is by being prefabricated into overall reinforced frame vertical reinforcement framework and connection reinforcing bar, by other bar connectings in the outer end and xoncrete structure of connection reinforcing bar, reduce the dense degree of junction reinforcing bar, ensure grouting quality, it is not in place that the pouring that during concreting that as reinforcing bar intensive causes occur effectively is solved, vibrate uncompacted problem, eliminate potential safety hazard, improve the service life of building.
Description
Technical field
The present invention relates in a kind of construction xoncrete structure junction steel bar connecting structure, more particularly to a kind of mixed
Solidifying earth pillar, beam, plate junction are with prefabricated overall assembled reinforced frame.
Background technology
Due in current construction reinforcing bar processing, process equipment are simple at the scene, control is also lacked to machining accuracy,
Complicated version can not meet requirement, for example, for concrete column, beam, plate junction steel reinforcement abutting joints, current docking
Mode is docked using more original superposition, causes joint all to pool together, and more to has reinforcing bar head to plug in joint of not entering,
Workman is directly cut off, causes serious quality and potential safety hazard to save trouble.In addition, when splice is very close in junction
During collection, pour not enter when can cause concreting, uncompacted situation of vibrating, and form major quality, potential safety hazard.This
Phenomenon generally existing in China's architectural engineering is planted, and is not also well solved till now, have a strong impact on China's building
The life-span of thing.
In addition, with the development of society, road and bridge municipal administration and other heavy constructions for the time of construction have higher will
Ask, and reinforced frame workload built greatly in scene, condition is limited to cause operation intensity big, needs to expend substantial amounts of manpower and time,
Slow down construction progress.Carrying out building for reinforced frame at the scene simultaneously needs workmen to carry out operation of ascending a height, and there is also certain
Potential safety hazard.
Content of the invention
It is an object of the invention to provide a kind of prefabricated concrete column, beam, plate junction are with prefabricated overall assembled steel
Ledges, reduces junction reinforcing bar dense degree, it is ensured that grouting quality.
Preferably, the invention discloses a kind of concrete column, beam, plate junction are with prefabricated overall assembled reinforced frame,
It includes vertical reinforcement framework and at least two-layer in the same direction through the connection reinforcing bar of vertical reinforcement framework, connection reinforcing bar and vertical reinforcement
Frame intersection is fixed as one；Vertical reinforcement framework is placed in concrete column, beam, plate junction, connection reinforcing bar and outside reinforcing bar
Connect outside vertical reinforcement framework.
Preferably, the connection reinforcing bar is two-layer or multilamellar, per layer of connection reinforcing bar extends vertically through the vertical reinforcement
Framework.
Preferably, per layer of connection reinforcing bar in the connection reinforcing bar includes row's longitudinal reinforcement and the horizontal steel of a row
Muscle, longitudinal reinforcement and transverse steel interlaced arrangement, intervening portion are fixedly connected with the vertical reinforcement framework.
Preferably, the vertical reinforcement framework is included outside vertical reinforcement in rectangular layout and set and vertical reinforcement framework
The stirrup that vertical reinforcement is connected as a single entity.
Preferably, the longitudinal reinforcement is connected as a single entity by the stirrup being set in outside which, the transverse steel is by set
It is connected as a single entity loaded on the stirrup outside which.
Preferably, rectangular-shaped frame of the stirrup for bending reinforcement, it is converted in the two ends of reinforcing bar and hook-shaped is intersected in square
The same apex of type frame.
The present invention is prefabricated into overall reinforced frame vertical reinforcement framework and connection reinforcing bar, and reinforcing bar is placed on concrete knot
The junction of structure, by other bar connectings in the outer end and xoncrete structure of connection reinforcing bar, reduces the close of junction reinforcing bar
Collection degree, prevents occurring pouring not in place, uncompacted situation of vibrating, it is ensured that grouting quality during concreting.
Description of the drawings
Schematic front view of the Fig. 1 for one embodiment of the invention.
Fig. 2 is the vertical view enlarged diagram for connecting reinforcing bar in Fig. 1.
Fig. 3 is the enlarged diagram in Fig. 1 at I.
Fig. 4 is the side-looking enlarged diagram of stirrup in Fig. 1.
Specific embodiment
As Figure 1-3, this concrete column disclosed in the present embodiment, beam, plate junction are with prefabricated overall assembled steel
Ledges, including vertical reinforcement framework 1 and the connection steel bar layer 2 being perpendicularly fixed at thereon.Wherein vertical reinforcement framework 1 is included in square
The vertical reinforcement 11 of shape arrangement and the stirrup 12 of the spacing vertical reinforcement 11 of locking.Connection steel bar layer 2 has the two-layer of upper and lower arrangement,
Per layer includes row's longitudinal reinforcement 21 and row's transverse steel 22, and two row's longitudinal reinforcements 21 are outer outer equal with two row's transverse steels 22
It is set with stirrup 12.Longitudinal reinforcement 21 is fixedly connected with vertical reinforcement framework 1 with the staggered place of transverse steel 22.
As shown in figure 4, rectangular-shaped frame of the stirrup 12 for bending reinforcement, be converted in the two ends of reinforcing bar hook-shaped, be intersected in square
The vertex position of type frame.
With when, the present embodiment is placed in xoncrete structure junction first, then by outside xoncrete structure junction
Other reinforcing bars connect outside vertical reinforcement framework with reinforcing bar is connected, then placing concrete.
It can be seen that the present embodiment is by being prefabricated into overall reinforced frame vertical reinforcement framework and connection reinforcing bar, by connecting steel
Other bar connectings in the outer end of muscle and xoncrete structure, reduce the dense degree of junction reinforcing bar, it is ensured that grouting quality,
It is not in place that the pouring that during concreting that as reinforcing bar intensive causes occur effectively is solved, uncompacted problem of vibrating,
Potential safety hazard is eliminated, the service life of building is improve.
Meanwhile, this reinforced frame reduces the amount of labour of field operation using prefabricated profiled production method, improves existing
Field efficiency of construction.
Claims (6)
1. a kind of concrete column, beam, plate junction are with prefabricated overall assembled reinforced frame, it is characterised in that：It includes vertical steel
, in the same direction through the connection reinforcing bar of vertical reinforcement framework, connection reinforcing bar is fixed with vertical reinforcement frame intersection for muscle framework and at least two-layer
It is integrated；Vertical reinforcement framework is placed in concrete column, beam, plate junction, connection reinforcing bar is with outside reinforcing bar in vertical reinforcement frame
Connect outside frame.
2. with prefabricated overall assembled reinforced frame, its feature exists concrete column according to claim 1, beam, plate junction
In：The connection reinforcing bar is two-layer or multilamellar, and per layer connects reinforcing bar and extends vertically through the vertical reinforcement framework.
3. with prefabricated overall assembled reinforced frame, its feature exists concrete column according to claim 2, beam, plate junction
In：Per layer of connection reinforcing bar in the connection reinforcing bar includes row's longitudinal reinforcement and row's transverse steel, longitudinal reinforcement and horizontal stroke
To reinforcing bar interlaced arrangement, intervening portion is fixedly connected with the vertical reinforcement framework.
4. with prefabricated overall assembled reinforced frame, its feature exists concrete column according to claim 3, beam, plate junction
In：The vertical reinforcement framework includes that vertical reinforcement in rectangular layout and set are outer with vertical reinforcement framework and is linked as vertical reinforcement
The stirrup of one.
5. with prefabricated overall assembled reinforced frame, its feature exists concrete column according to claim 4, beam, plate junction
In：The longitudinal reinforcement is connected as a single entity by the stirrup being set in outside which, and the transverse steel is by the stirrup that is set in outside which
It is connected as a single entity.
6. with prefabricated overall assembled reinforced frame, its feature exists concrete column according to claim 5, beam, plate junction
In：Rectangular-shaped frame of the stirrup for bending reinforcement, is converted into the hook-shaped same summit for being intersected in rectangular-shaped frame in the two ends of reinforcing bar
Place.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610119692.0A CN105604250B (en) | 2016-03-03 | 2016-03-03 | Concrete column, beam, plate junction are with prefabricated overall assembled reinforced frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610119692.0A CN105604250B (en) | 2016-03-03 | 2016-03-03 | Concrete column, beam, plate junction are with prefabricated overall assembled reinforced frame |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105604250A CN105604250A (en) | 2016-05-25 |
| CN105604250B true CN105604250B (en) | 2017-03-15 |
Family
ID=55984548
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610119692.0A Active CN105604250B (en) | 2016-03-03 | 2016-03-03 | Concrete column, beam, plate junction are with prefabricated overall assembled reinforced frame |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105604250B (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07207754A (en) * | 1994-01-24 | 1995-08-08 | Ando Kensetsu Kk | Connection structure of steel reinforced concrete column and steel structure beam |
| CN1560393A (en) * | 2004-02-25 | 2005-01-05 | 华南理工大学 | Connection structure of connection of floor beam and steel pipe concrece pole and construction method thereof |
| CN201526116U (en) * | 2009-08-21 | 2010-07-14 | 中建三局第一建设工程有限责任公司 | Hoop reinforcement cage for column cap at joint of cross beam and column |
| CN203866982U (en) * | 2014-05-28 | 2014-10-08 | 江苏尚昇建设集团有限公司 | Prefabricated beam end joint structure |
| CN205399827U (en) * | 2016-03-03 | 2016-07-27 | 中国建筑第五工程局有限公司 | Concrete column, roof beam, board handing -over department are with prefabricated unit -installment reinforced frame |
-
2016
- 2016-03-03 CN CN201610119692.0A patent/CN105604250B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07207754A (en) * | 1994-01-24 | 1995-08-08 | Ando Kensetsu Kk | Connection structure of steel reinforced concrete column and steel structure beam |
| CN1560393A (en) * | 2004-02-25 | 2005-01-05 | 华南理工大学 | Connection structure of connection of floor beam and steel pipe concrece pole and construction method thereof |
| CN201526116U (en) * | 2009-08-21 | 2010-07-14 | 中建三局第一建设工程有限责任公司 | Hoop reinforcement cage for column cap at joint of cross beam and column |
| CN203866982U (en) * | 2014-05-28 | 2014-10-08 | 江苏尚昇建设集团有限公司 | Prefabricated beam end joint structure |
| CN205399827U (en) * | 2016-03-03 | 2016-07-27 | 中国建筑第五工程局有限公司 | Concrete column, roof beam, board handing -over department are with prefabricated unit -installment reinforced frame |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105604250A (en) | 2016-05-25 |
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