CN205399827U - Concrete column, roof beam, board handing -over department are with prefabricated unit -installment reinforced frame - Google Patents
Concrete column, roof beam, board handing -over department are with prefabricated unit -installment reinforced frame Download PDFInfo
- Publication number
- CN205399827U CN205399827U CN201620161381.6U CN201620161381U CN205399827U CN 205399827 U CN205399827 U CN 205399827U CN 201620161381 U CN201620161381 U CN 201620161381U CN 205399827 U CN205399827 U CN 205399827U
- Authority
- CN
- China
- Prior art keywords
- reinforcing bar
- concrete column
- vertical reinforcement
- reinforced frame
- plate junction
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn - After Issue
Links
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model discloses a concrete column, roof beam, board handing -over department are with prefabricated unit -installment reinforced frame, it includes that vertical steel framework and at least two -layer syntropy pass vertical steel framework's connecting reinforcement, connecting reinforcement and vertical steel framework are crossing fixed as an organic whole, arrange vertical steel framework in concrete column, roof beam, board handing -over department, connecting reinforcement and outside reinforcing bar are at vertical steel framework outer joint. The utility model discloses a prefabricate vertical steel framework and connecting reinforcement into holistic reinforced frame, other steel bar connection among outer end through connecting reinforcement and the concrete structure have reduced the intensive degree of handing -over department reinforcing bar, guarantee grouting quality, effectual solved since during the intensive concrete placement who arouses of reinforcing bar the watering of appearance not in place, the potential safety hazard has been eliminated to uncompacted problem of vibrating, has improved the life of building.
Description
Technical field
This utility model relates to the steel bar connecting structure of xoncrete structure junction in a kind of construction, particularly relates to a kind of concrete column, beam, the prefabricated overall assembled reinforced frame in plate junction.
Background technology
Due in current construction reinforcing bar process all at the scene, process equipment simple, machining accuracy is also lacked control, complicated version can not meet requirement, for instance, for concrete column, beam, plate junction steel reinforcement abutting joints, current docking mode all adopts more original superposition to dock, causing joint all to pool together, many to there being reinforcing bar head to plug in joint of not entering, workman is in order to save trouble, directly cut off, cause serious quality and potential safety hazard.It addition, when splice is when junction is very intensive, can cause and water not enter during concreting, uncompacted situation of vibrating, and form major quality, potential safety hazard.This phenomenon is ubiquity in China's architectural engineering, and is not also well solved till now, has a strong impact on the life-span of China's building.
It addition, along with the development of society, road and bridge municipal administration and other heavy construction have higher requirement for the time constructed, and reinforced frame workload is built greatly in scene, condition is limited causes that operation intensity is big, it is necessary to expend substantial amounts of manpower and time, slows down construction progress.Carry out building of reinforced frame at the scene needs workmen to carry out ascending a height operation simultaneously, there is also certain potential safety hazard.
Utility model content
The purpose of this utility model is in that to provide a kind of prefabricated concrete column, beam, plate junction with prefabricated overall assembled reinforced frame, reduces junction reinforcing bar dense degree, it is ensured that grouting quality.
As preferably, the utility model discloses a kind of concrete column, beam, the prefabricated overall assembled reinforced frame in plate junction, it includes vertical reinforcement framework and at least two-layer is in the same direction through the connection reinforcing bar of vertical reinforcement framework, and connection reinforcing bar is fixed as one with vertical reinforcement frame intersection；Vertical reinforcement framework is placed in concrete column, beam, plate junction, connects reinforcing bar and be connected outside vertical reinforcement framework with outside reinforcing bar.
As preferably, described connection reinforcing bar is two-layer or multilamellar, and every layer connects reinforcing bar and all extends vertically through described vertical reinforcement framework.
As preferably, every layer in described connection reinforcing bar connects reinforcing bar and all includes row's longitudinal reinforcement and row's transverse steel, longitudinal reinforcement and transverse steel interlaced arrangement, and intervening portion is fixing with described vertical reinforcement framework to be connected.
As preferably, described vertical reinforcement framework includes vertical reinforcement in rectangular layout and the set stirrup that vertical reinforcement be connected as a single entity outer with vertical reinforcement framework.
As preferably, described longitudinal reinforcement is connected as a single entity by being set in its outer stirrup, and described transverse steel is connected as a single entity by being set in its outer stirrup.
As preferably, described stirrup is the rectangular-shaped frame of bending reinforcement, is converted into the hook-shaped same apex being intersected in rectangular-shaped frame in the two ends of reinforcing bar.
This utility model makes the reinforced frame of entirety vertical reinforcement framework and connection steel bar preassembling, reinforced frame is placed in the junction of xoncrete structure, by connecting outer end and other bar connecting in xoncrete structure of reinforcing bar, reduce the dense degree of junction reinforcing bar, prevent occurring that pouring is not in place during concreting, vibrate uncompacted situation, it is ensured that grouting quality.
Accompanying drawing explanation
Fig. 1 is the schematic front view of one embodiment of this utility model.
Fig. 2 is the vertical view enlarged diagram connecting reinforcing bar in Fig. 1.
Fig. 3 is the enlarged diagram at I place in Fig. 1.
Fig. 4 is the side-looking enlarged diagram of stirrup in Fig. 1.
Detailed description of the invention
As Figure 1-3, this concrete column disclosed in the present embodiment, beam, plate junction are with prefabricated overall assembled reinforced frame, including vertical reinforcement framework 1 be perpendicularly fixed at connection steel bar layer 2 thereon.Wherein vertical reinforcement framework 1 includes vertical reinforcement 11 in rectangular layout and locks the stirrup 12 of spacing vertical reinforcement 11.Connecting steel bar layer 2 and have the two-layer of upper and lower layout, every layer all includes row's longitudinal reinforcement 21 and row's transverse steel 22, and two row's longitudinal reinforcements 21 are outer and two row's transverse steels 22 are outer is all set with stirrup 12.The staggered place of longitudinal reinforcement 21 and transverse steel 22 is fixing with vertical reinforcement framework 1 to be connected.
As shown in Figure 4, the rectangular-shaped frame that stirrup 12 is bending reinforcement, it is converted into hook-shaped, to be intersected in rectangular-shaped frame vertex position in the two ends of reinforcing bar.
During utilization, first the present embodiment is placed in xoncrete structure junction, then other reinforcing bars outside xoncrete structure junction is connected with being connected reinforcing bar outside vertical reinforcement framework, then placing concrete.
Visible the present embodiment is by making vertical reinforcement framework and connection steel bar preassembling the reinforced frame of entirety, by connecting outer end and other bar connecting in xoncrete structure of reinforcing bar, decrease the dense degree of junction reinforcing bar, ensure grouting quality, the pouring occurred when effectively solving the concreting caused owing to reinforcing bar is intensive is not in place, vibrate uncompacted problem, eliminate potential safety hazard, improve the service life of building.
Meanwhile, this reinforced frame adopts prefabricated profiled production method, reduces the amount of labour of field operation, improves site operation efficiency.
Claims (6)
1. a concrete column, beam, plate junction is with prefabricated overall assembled reinforced frame, it is characterised in that: it include vertical reinforcement framework and at least two-layer in the same direction through the connection reinforcing bar of vertical reinforcement framework, connect reinforcing bar and vertical reinforcement frame intersection be fixed as one；Vertical reinforcement framework is placed in concrete column, beam, plate junction, connects reinforcing bar and be connected outside vertical reinforcement framework with outside reinforcing bar.
2. concrete column according to claim 1, beam, plate junction is with prefabricated overall assembled reinforced frame, it is characterised in that: described connection reinforcing bar is two-layer or multilamellar, and every layer connects reinforcing bar and all extends vertically through described vertical reinforcement framework.
3. concrete column according to claim 2, beam, plate junction is with prefabricated overall assembled reinforced frame, it is characterized in that: every layer in described connection reinforcing bar connects reinforcing bar and all includes row's longitudinal reinforcement and row's transverse steel, longitudinal reinforcement and transverse steel interlaced arrangement, intervening portion is fixing with described vertical reinforcement framework to be connected.
4. concrete column according to claim 3, beam, plate junction is with prefabricated overall assembled reinforced frame, it is characterised in that: described vertical reinforcement framework includes vertical reinforcement in rectangular layout and the set stirrup that vertical reinforcement be connected as a single entity outer with vertical reinforcement framework.
5. concrete column according to claim 4, beam, plate junction is with prefabricated overall assembled reinforced frame, it is characterised in that: described longitudinal reinforcement is connected as a single entity by being set in its outer stirrup, and described transverse steel is connected as a single entity by being set in its outer stirrup.
6. concrete column according to claim 5, beam, plate junction is with prefabricated overall assembled reinforced frame, it is characterised in that: described stirrup is the rectangular-shaped frame of bending reinforcement, is converted into the hook-shaped same apex being intersected in rectangular-shaped frame in the two ends of reinforcing bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620161381.6U CN205399827U (en) | 2016-03-03 | 2016-03-03 | Concrete column, roof beam, board handing -over department are with prefabricated unit -installment reinforced frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620161381.6U CN205399827U (en) | 2016-03-03 | 2016-03-03 | Concrete column, roof beam, board handing -over department are with prefabricated unit -installment reinforced frame |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205399827U true CN205399827U (en) | 2016-07-27 |
Family
ID=56444220
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620161381.6U Withdrawn - After Issue CN205399827U (en) | 2016-03-03 | 2016-03-03 | Concrete column, roof beam, board handing -over department are with prefabricated unit -installment reinforced frame |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205399827U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105604250A (en) * | 2016-03-03 | 2016-05-25 | 中国建筑第五工程局有限公司 | Prefabricated integral assembly type reinforcement frame for joint of concrete columns, beams and plates |
-
2016
- 2016-03-03 CN CN201620161381.6U patent/CN205399827U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105604250A (en) * | 2016-03-03 | 2016-05-25 | 中国建筑第五工程局有限公司 | Prefabricated integral assembly type reinforcement frame for joint of concrete columns, beams and plates |
| CN105604250B (en) * | 2016-03-03 | 2017-03-15 | 中国建筑第五工程局有限公司 | Concrete column, beam, plate junction are with prefabricated overall assembled reinforced frame |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107090925B (en) | Reinforced precast reinforced concrete shear wall, structural system and construction method thereof | |
| CN103114681B (en) | High-altitude long-span reinforced concrete beam treat pouring structure | |
| CN201339250Y (en) | Stiffness structure framework beam preformed steel reinforcement framework structure | |
| CN107419824A (en) | The full precast shear wall structural system of regenerative steel skeleton and construction method | |
| CN105863111A (en) | Embedded prefabricated concrete shear wall anti-bending steel frame structure | |
| CN106351445B (en) | A kind of strengthening concrete sloping core form assembly bracing reinforcement system and construction method of installation | |
| CN103850363A (en) | Prefabricated through hole assembly type reinforced concrete shear wall and construction method of prefabricated through hole assembly type reinforced concrete shear wall | |
| CN105143570A (en) | Building structure and construction method for same | |
| CN106978909A (en) | A kind of method that beams of concrete is connected with profile steel concrete column joint reinforcing bar | |
| CN107355008B (en) | Prefabricated connection structure and method for newly added concrete filled steel tubular column and existing structure | |
| CN108086535A (en) | A kind of assembled square steel tube steel plate concrete combined shear wall | |
| CN106760036A (en) | A kind of prefabricated steel combined concrete shear wall | |
| CN208534081U (en) | A kind of reconstruction structure of old building constructional column | |
| CN203939144U (en) | For the device of connecting building structure shear wall and concrete floor | |
| CN113718753A (en) | Anchorage underground diaphragm wall foundation assembled type mid-partition wall and construction method | |
| CN104032861B (en) | Mixing coupled wall steel column and non-energy dissipating beam connecting node structure and construction method thereof | |
| CN105926774A (en) | End plate connection integral type combination frame beam and combination method thereof | |
| CN206503233U (en) | Assembled architecture beam-to-column joint structure and steel building | |
| CN205399827U (en) | Concrete column, roof beam, board handing -over department are with prefabricated unit -installment reinforced frame | |
| CN107268853A (en) | A kind of full bolts assemblies formula steel skeleton light-duty plate and preparation method thereof | |
| CN204715764U (en) | The structure that a kind of constructional column and agent structure are constructed simultaneously | |
| CN107023078A (en) | Assemble cast-in-place combined type superposed box mesh-beam floor system and construction method | |
| CN207003719U (en) | A kind of prefabricated steel faced wall with steel bar girder | |
| CN206599994U (en) | One kind is exempted to pierce formula form bracing system branch head part | |
| CN103572891B (en) | A kind of pregroove plate |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20160727 Effective date of abandoning: 20171114 |