CN108590194A - Coupling beam method for binding reinforcing steel bars between a kind of assembled superimposed sheet - Google Patents
Coupling beam method for binding reinforcing steel bars between a kind of assembled superimposed sheet Download PDFInfo
- Publication number
- CN108590194A CN108590194A CN201810236941.3A CN201810236941A CN108590194A CN 108590194 A CN108590194 A CN 108590194A CN 201810236941 A CN201810236941 A CN 201810236941A CN 108590194 A CN108590194 A CN 108590194A
- Authority
- CN
- China
- Prior art keywords
- muscle
- binding
- superimposed sheet
- steel bars
- reinforcing steel
- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/12—Mounting of reinforcing inserts; Prestressing
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/12—Mounting of reinforcing inserts; Prestressing
- E04G21/122—Machines for joining reinforcing bars
- E04G21/123—Wire twisting tools
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The invention discloses coupling beam method for binding reinforcing steel bars between a kind of assembled superimposed sheet, belong to building heat preserving technical field.The method is：First interim binding operating platform is installed on superimposed sheet bridge side；Then on beam slab horizontal shuttering, scene installs reinforcing bar beam binding frame body；Then beam bottom muscle, stirrup, beam side waist muscle are first bound on reinforcing bar beam binding frame body, and consider that beam mutually laminates order in length and breadth and beam muscle enters the anchoring of wall, column, using being fixed temporarily tool muscle on the outside of beam framework, is removed again after superimposed sheet is in place, beam gluten is in place and be fixed temporarily tool muscle.The present invention solves the problems, such as to connect beam steel bar colligation difficulty between superimposed sheet, can guiding construction.
Description
Technical field
Present invention relates particularly to coupling beam method for binding reinforcing steel bars between a kind of assembled superimposed sheet, belong to construction techniques technology
Field.
Background technology
With the quickening of building industrialization process, assembled architecture is rised sheer from level ground like the mushrooms after rain.In assembled architecture
In work progress, superimposed sheet support system uses more, which eliminates the shuttering supporting of horizontal direction, but superimposed sheet
Between connect that beam steel bar colligation is more bothersome than common plank sheathing very much, should because the reinforcing bar being inserted into beam has been reserved in the both sides of superimposed sheet
Reserved joint bar must be stretched into all in beam, therefore first can only complete stirrup and the binding of bottom muscle to hang in beam form when beam steel bar colligation
In plate, then bind the gluten of beam framework.
Invention content
Therefore, the present invention is directed to the above problem of the prior art, designs a kind of coupling beam method for binding reinforcing steel bars.
Specifically, coupling beam method for binding reinforcing steel bars, the method are between assembled superimposed sheet：
First interim binding operating platform is installed on superimposed sheet bridge side；
Then on beam slab horizontal shuttering, scene installs reinforcing bar beam binding frame body；
Then beam bottom muscle, stirrup, beam side waist muscle are first bound on reinforcing bar beam binding frame body, and considers that beam mutually laminates order in length and breadth
And beam muscle enters the anchoring of wall, column, using being fixed temporarily tool muscle on the outside of beam framework, after superimposed sheet is in place, beam gluten is in place
It removes again and is fixed temporarily tool muscle.
Further, the setting of stirrup opening is staggered in beam bottom side, left and right in the method.
Further, coupling beam upper longitudinal bar is shelved on by the vertically and transversely cross-linking sequence that stacks on beam bottom muscle temporarily in the method
Or interim several points binding, it is fixed on the downward 20mm of beam side mouth, every upper longitudinal bar uses tied silk to be bound with the short muscle of top handle
Securely.
The beneficial effects of the present invention are：Coupling beam method for binding reinforcing steel bars and the prior art between the assembled superimposed sheet of the present invention
It compares, solves the problems, such as to connect beam steel bar colligation difficulty between superimposed sheet, it can guiding construction.
Description of the drawings
Fig. 1 coupling beam method for binding reinforcing steel bars work progress schematic diagrames between assembled superimposed sheet of the present invention.
Fig. 2 is the floor map of temporary operating platform.
Fig. 3 is the fixed installation diagram of coupling beam upper longitudinal bar.
Specific implementation mode
Description of specific embodiments of the present invention below in conjunction with the accompanying drawings：
As shown in Figure 1, Fig. 1 includes interim binding operating platform 1, beam bottom muscle 2, a long thick piece of timber shaped like a square pillar 3, is fixed temporarily tool muscle 4, upper hand
Carry short muscle 5, muscle 8 is indulged on tied silk 6, stirrup 7, beam upper layer.Beam bottom muscle 2 is tied with stirrup 7, and a long thick piece of timber shaped like a square pillar 3 is 50*100, spacing 800.
Coupling beam method for binding reinforcing steel bars work progress is specially between assembled superimposed sheet of the present invention：
Interim binding operating platform 1 is installed on superimposed sheet bridge side first, as shown in Figure 2.
Then on beam slab horizontal shuttering, scene installs reinforcing bar beam binding frame body.
Then beam bottom muscle 2, stirrup 7, beam side waist muscle are first bound on frame body, and consider that beam mutually laminates order and beam in length and breadth
Muscle enters the anchoring etc. of wall, column.To form beam framework, it can be used on the outside of beam framework and be fixed temporarily tool muscle 4, it is in place in superimposed sheet
Afterwards, it is removed again after beam gluten is in place and is fixed temporarily tool muscle 4.
Difficulty is bound to reduce gluten, without exception in beam bottom side, left and right is staggered stirrup opening.
As shown in figure 3, coupling beam upper longitudinal bar is shelved on by the vertically and transversely cross-linking sequence that stacks on beam bottom muscle temporarily, or it is interim several
Point binding, is fixed on the downward 20mm of beam side mouth.Every upper longitudinal bar is bound securely with tied silk 6 and the short muscle of top handle 5, side
Continue beam upper longitudinal bar binding after an action of the bowels.
The above is the preferred embodiment of the present invention, it is noted that for those skilled in the art
For, without departing from the principles of the present invention, it can also make several improvements and retouch, these improvements and modifications
It should be regarded as protection scope of the present invention.
Claims (3)
1. coupling beam method for binding reinforcing steel bars between a kind of assembled superimposed sheet, which is characterized in that the method is：
First interim binding operating platform is installed on superimposed sheet bridge side；
Then on beam slab horizontal shuttering, scene installs reinforcing bar beam binding frame body；
Then beam bottom muscle, stirrup, beam side waist muscle are first bound on reinforcing bar beam binding frame body, and considers that beam mutually laminates order in length and breadth
And beam muscle enters the anchoring of wall, column, using being fixed temporarily tool muscle on the outside of beam framework, after superimposed sheet is in place, beam gluten is in place
It removes again and is fixed temporarily tool muscle.
2. coupling beam method for binding reinforcing steel bars between assembled superimposed sheet as described in claim 1, which is characterized in that bound round in the method
The setting of muscle opening is staggered in beam bottom side, left and right.
3. coupling beam method for binding reinforcing steel bars between assembled superimposed sheet as described in claim 1, which is characterized in that connect in the method
Beam upper longitudinal bar is shelved on beam bottom muscle or interim several points binding temporarily by the vertically and transversely cross-linking sequence that stacks, and is fixed on beam side mouth
Downward 20mm, every upper longitudinal bar use tied silk and the short muscle binding of top handle secured.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810236941.3A CN108590194B (en) | 2018-03-21 | 2018-03-21 | Method for binding connecting beam reinforcing steel bars between assembled laminated plates |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810236941.3A CN108590194B (en) | 2018-03-21 | 2018-03-21 | Method for binding connecting beam reinforcing steel bars between assembled laminated plates |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108590194A true CN108590194A (en) | 2018-09-28 |
| CN108590194B CN108590194B (en) | 2020-04-28 |
Family
ID=63627161
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810236941.3A Active CN108590194B (en) | 2018-03-21 | 2018-03-21 | Method for binding connecting beam reinforcing steel bars between assembled laminated plates |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108590194B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115288446A (en) * | 2022-07-08 | 2022-11-04 | 中国建筑第二工程局有限公司 | Construction method for prefabricated half cage beam steel bars of floor of assembly structure |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH05171807A (en) * | 1991-12-24 | 1993-07-09 | Taisei Corp | Assembling method of underground-girder reinforcement |
| CN102587554A (en) * | 2012-02-29 | 2012-07-18 | 黑龙江宇辉新型建筑材料有限公司 | Laminated concrete slab connected by bending reinforcing steel bars by 180 degrees within span and connection method |
| CN103046746A (en) * | 2012-12-03 | 2013-04-17 | 成军 | Construction method of conversion beam reinforcing bars for tall building structure |
| CN206737440U (en) * | 2017-05-10 | 2017-12-12 | 江苏省华建建设股份有限公司 | A kind of crossbeam assembling reinforcement structure |
| CN207032674U (en) * | 2017-06-28 | 2018-02-23 | 华南理工大学 | A kind of butt welding stirrup for improving ductility of sheer wall |
-
2018
- 2018-03-21 CN CN201810236941.3A patent/CN108590194B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH05171807A (en) * | 1991-12-24 | 1993-07-09 | Taisei Corp | Assembling method of underground-girder reinforcement |
| CN102587554A (en) * | 2012-02-29 | 2012-07-18 | 黑龙江宇辉新型建筑材料有限公司 | Laminated concrete slab connected by bending reinforcing steel bars by 180 degrees within span and connection method |
| CN103046746A (en) * | 2012-12-03 | 2013-04-17 | 成军 | Construction method of conversion beam reinforcing bars for tall building structure |
| CN206737440U (en) * | 2017-05-10 | 2017-12-12 | 江苏省华建建设股份有限公司 | A kind of crossbeam assembling reinforcement structure |
| CN207032674U (en) * | 2017-06-28 | 2018-02-23 | 华南理工大学 | A kind of butt welding stirrup for improving ductility of sheer wall |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115288446A (en) * | 2022-07-08 | 2022-11-04 | 中国建筑第二工程局有限公司 | Construction method for prefabricated half cage beam steel bars of floor of assembly structure |
| CN115288446B (en) * | 2022-07-08 | 2024-01-26 | 中国建筑第二工程局有限公司 | Construction method for prefabricated half-cage beam steel bars of building surface with assembly structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108590194B (en) | 2020-04-28 |
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Address after: 225001 No. 468 middle Wenchang Road, Jiangsu, Yangzhou Patentee after: JIANGSU HUAJIAN CONSTRUCTION Co.,Ltd. Address before: 225001 No. 468 Wenchang Middle Road, Suzhou, Jiangsu Patentee before: JIANGSU HUAJIAN CONSTRUCTION Co.,Ltd. |
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