CN109610845A - A kind of device being pre-positioned constructional column reinforcement location and its construction method - Google Patents
A kind of device being pre-positioned constructional column reinforcement location and its construction method Download PDFInfo
- Publication number
- CN109610845A CN109610845A CN201811544080.1A CN201811544080A CN109610845A CN 109610845 A CN109610845 A CN 109610845A CN 201811544080 A CN201811544080 A CN 201811544080A CN 109610845 A CN109610845 A CN 109610845A
- Authority
- CN
- China
- Prior art keywords
- steel pipe
- constructional column
- coating steel
- reinforcing bar
- reinforcement location
- 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.)
- Pending
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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
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
Abstract
The invention discloses a kind of device for being pre-positioned constructional column reinforcement location and its construction methods, it is related to building field, a kind of provided device for being pre-positioned constructional column reinforcement location, including beams of concrete, the first coating steel pipe of multiple groups model same vertical is fixedly installed on the beams of concrete, reinforcing bar clips are wound on first coating steel pipe, the second coating steel pipe is socketed in the middle part of first coating steel pipe, it is fixedly connected between the reinforcing bar clips by tied silk, first coating steel pipe bottom end is embedded with constructional column reinforcing bar.Using the concrete one-pass molding of constructional column of the invention, it is closely knit to ensure that constructional column upper end is connect with beam bottom, effectively improves the construction quality of constructional column.
Description
Technical field
The invention belongs to building fields, more particularly, to a kind of device for being pre-positioned constructional column reinforcement location and its construction
Method.
Background technique
In building construction process, the bar planting of constructional column is not only taken time and effort, and the testing cost of bar planting is also one big
Expenditure；And constructional column is primarily not to undertake vertical load, but resist shearing, what how antidetonation etc. laterally carried.When construction, construction
Leakiness is often poured on column, and the anti seismic efficiency of constructional column greatly reduces.
Summary of the invention
It is an object of the present invention to overcome the above-mentioned drawbacks of the prior art and provide one kind to be pre-positioned construction
The device and its construction method of column reinforcement location.
To achieve the goals above, the technical scheme adopted by the invention is as follows: provided one kind is pre-positioned constructional column steel
The device of muscle position: including beams of concrete, first that multiple groups model same vertical is fixedly installed on the beams of concrete is zinc-plated
Steel pipe is wound with reinforcing bar clips on first coating steel pipe, and it is zinc-plated to be socketed with second in the middle part of first coating steel pipe
Steel pipe is fixedly connected between the reinforcing bar clips by tied silk, and first coating steel pipe bottom end is embedded with constructional column reinforcing bar.
Preferably, the diameter of first coating steel pipe isThe diameter of second coating steel pipe is
Preferably, the beams of concrete and the first coating steel pipe are contour, and the first coating steel pipe top is close with adhesive tape closure
It is real.
Preferably, the constructional column steel-bar arrangement at each angle of the beams of concrete has four.
Preferably, the tied silk is horizontal in the first coating steel pipe outer ring and interval is arranged.
Preferably, the constructional column reinforcing bar is spiral.
A kind of construction method being pre-positioned constructional column reinforcement location, it is characterised in that: the steps include:
Step 1: the position of construction beam steel is accurately positioned on beams of concrete surface；
Step 2: after release agent is brushed on the first coating steel pipe surface, pre-buried the is carried out according to the position of construction beam steel
The work of one coating steel pipe, and the upper end is closely knit with adhesive plaster closure；
Step 3: reinforcing bar clips are installed on the upper layer of the first coating steel pipe, and solid by tied silk between reinforcing bar clips
Fixed connection；
Step 4: after beams of concrete constructs completion and initial set, the second reinforcing bar galvanized steel is tapped with hammer, takes out the first plating
Zinc steel pipe；
Step 5: constructional column reinforcing bar is placed into the first coating steel pipe position, and longitudinally fixed using tied silk progress.
Beneficial effects of the present invention:
1, the integrality of beam is protected, is avoided by shifting to an earlier date pre-buried constructional column reinforcing bar compared to traditional rear bar planting method
Destruction of the bar planting to beam afterwards.
2, it is closely knit to ensure that constructional column upper end is connect with beam bottom, effectively improves for the concrete one-pass molding of constructional column
The construction quality of constructional column.
3, fixation is attached by steel wire between coating steel pipe, that is, the constructional column reinforcing bar positioning accuracy that can guarantee, andIt is socketed outside coating steel pipeConvenient for the later period pairCoating steel pipe is removed, and can be repeatedly used, that is, is guaranteed
Quality saves material again.
4, material all in work progress is conventional steel pipe, and materials are easy, and at low cost, manufacturing process is simple, is suitble to
Promote construction.
Detailed description of the invention
Present invention will be further explained below with reference to the attached drawings and examples, in attached drawing:
Fig. 1 is top view of the invention；
Fig. 2 is A-A sectional view of the invention.
Wherein, 1, beams of concrete, the 2, first coating steel pipe, the 3, second coating steel pipe, 4, constructional column, 5, constructional column reinforcing bar,
6, tied silk, 7, reinforcing bar clips.
Specific embodiment
In order to make the objectives, technical solutions, and advantages of the present invention clearer, with reference to the accompanying drawings and embodiments, right
The present invention is further elaborated.It should be appreciated that described herein, specific examples are only used to explain the present invention, not
For limiting the present invention.
Referring to shown in Fig. 1-2, a kind of device being pre-positioned constructional column reinforcement location, including beams of concrete 1, the coagulation
It is fixedly installed with the first coating steel pipe 2 of multiple groups model same vertical on native beam 1, is wound with steel on first coating steel pipe 2
Muscle clips 7, the middle part of first coating steel pipe 2 are socketed with the second coating steel pipe 3, pass through between the reinforcing bar clips 7
Tied silk 6 is fixedly connected, and 2 bottom end of the first coating steel pipe is embedded with constructional column reinforcing bar 5.
Wherein: the diameter of first coating steel pipe 2 isThe diameter of second coating steel pipe 3 isInstitute
It states beams of concrete 1 and the first coating steel pipe 2 is contour, and 2 top of the first coating steel pipe is closely knit with adhesive tape closure；The beams of concrete
Constructional column reinforcing bar 5 at 1 each angle is provided with four；The tied silk 6 is horizontal in 2 outer ring of the first coating steel pipe and interval is arranged；
The constructional column reinforcing bar 5 is spiral.
A kind of construction method being pre-positioned constructional column reinforcement location, the steps include:
Step 1: the position of construction beam steel 5 is accurately positioned on 1 surface of beams of concrete；
Step 2: it after release agent is brushed on 2 surface of the first coating steel pipe, is carried out according to the position of construction beam steel 5 pre-buried
The work of first coating steel pipe 2, and the upper end is closely knit with adhesive plaster closure；
Step 3: reinforcing bar clips 7 are installed on the upper layer of the first coating steel pipe 2, and pass through tied silk between reinforcing bar clips 7
6 are fixedly connected；
Step 4: after beams of concrete constructs completion and initial set, the second reinforcing bar galvanized steel 3 is tapped with hammer, takes out first
Coating steel pipe 2；
Step 5: constructional column reinforcing bar 5 is placed into 2 position of the first coating steel pipe, and longitudinally fixed using tied silk progress.
The present embodiment is by brushing release agent on 2 surface of the first coating steel pipe and being socketed on 2 surface of the first coating steel pipe
Second coating steel pipe, 3 method effectively improves and removes difficult defect, while also accurately defining the position of constructional column reinforcing bar
It sets, all materials of the device are the conventional steel pipe in work progress, and materials are easy, and at low cost, manufacturing process is simple, are suitble to
Promote construction.
Obviously present invention specific implementation is not subject to the restrictions described above, as long as using method concept and skill of the invention
The improvement for the various unsubstantialities that art scheme carries out, or not improved the conception and technical scheme of the invention are directly applied to it
Its occasion, it is within the scope of the present invention.
Claims (7)
1. a kind of device for being pre-positioned constructional column reinforcement location, including beams of concrete (1), it is characterised in that: the concrete
It is fixedly installed with the first coating steel pipe (2) of multiple groups model same vertical on beam (1), is wound on first coating steel pipe (2)
Have reinforcing bar clips (7), is socketed with the second coating steel pipe (3) in the middle part of first coating steel pipe (2), the reinforcing bar clips
(7) it is fixedly connected between by tied silk (6), the first coating steel pipe (2) bottom end is embedded with constructional column reinforcing bar (5).
2. a kind of device for being pre-positioned constructional column reinforcement location according to claim 1, it is characterised in that: described first
The diameter of coating steel pipe (2) isThe diameter of second coating steel pipe (3) is
3. a kind of device for being pre-positioned constructional column reinforcement location according to claim 1, it is characterised in that: the coagulation
Tu Liang (1) and the first coating steel pipe (2) are contour, and the first coating steel pipe (2) top is closely knit with adhesive tape closure.
4. a kind of device for being pre-positioned constructional column reinforcement location according to claim 1, it is characterised in that: the coagulation
Constructional column reinforcing bar (5) at Tu Liang (1) each angle is provided with four.
5. a kind of device for being pre-positioned constructional column reinforcement location according to claim 1, it is characterised in that: the tied silk
(6) horizontal in the first coating steel pipe (2) outer ring and interval setting.
6. a kind of device for being pre-positioned constructional column reinforcement location, feature described in -5 any one exist according to claim 1
In: the constructional column reinforcing bar (5) is spiral.
7. a kind of construction method for being pre-positioned constructional column reinforcement location, it is characterised in that: the steps include:
Step 1: the position of construction beam steel (5) is accurately positioned on beams of concrete (1) surface；
Step 2: it after release agent is brushed on the first coating steel pipe (2) surface, is carried out according to the position of construction beam steel (5) pre-buried
First coating steel pipe (2) work, and the upper end is closely knit with adhesive plaster closure；
Step 3: reinforcing bar clips (7) are installed on the upper layer of the first coating steel pipe (2), and pass through bundle between reinforcing bar clips (7)
Silk (6) is fixedly connected；
Step 4: after beams of concrete constructs completion and initial set, the second reinforcing bar galvanized steel (3) is tapped with hammer, takes out the first plating
Zinc steel pipe (2)；
Step 5: constructional column reinforcing bar (5) are placed into the first coating steel pipe (2) position, and longitudinally fixed using tied silk progress.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811544080.1A CN109610845A (en) | 2018-12-17 | 2018-12-17 | A kind of device being pre-positioned constructional column reinforcement location and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811544080.1A CN109610845A (en) | 2018-12-17 | 2018-12-17 | A kind of device being pre-positioned constructional column reinforcement location and its construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109610845A true CN109610845A (en) | 2019-04-12 |
Family
ID=66010393
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811544080.1A Pending CN109610845A (en) | 2018-12-17 | 2018-12-17 | A kind of device being pre-positioned constructional column reinforcement location and its construction method |
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| Country | Link |
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| CN (1) | CN109610845A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116771119A (en) * | 2023-08-22 | 2023-09-19 | 江苏省华建建设股份有限公司 | Connection construction method for embedded straight thread sleeve assembly of tie bar of concrete constructional column |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2723605A1 (en) * | 1994-08-09 | 1996-02-16 | Martinez Andre Raymond | Concrete floor coffering frame |
| CN203879017U (en) * | 2014-05-23 | 2014-10-15 | 舜元建设(集团)有限公司 | Tool-type column-top bar embedding device for structural columns |
| CN106884541A (en) * | 2017-03-15 | 2017-06-23 | 上海建工四建集团有限公司 | The positioning component of reserved joint bar, positioner and localization method in shear wall |
| CN108385986A (en) * | 2018-03-26 | 2018-08-10 | 中国十七冶集团有限公司 | A kind of device and method ensureing constructional column reinforcement location |
| CN208168157U (en) * | 2018-03-30 | 2018-11-30 | 陕西建工新型建设有限公司 | A kind of assembled leads wall reserved steel bar positioning cage plate |
-
2018
- 2018-12-17 CN CN201811544080.1A patent/CN109610845A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2723605A1 (en) * | 1994-08-09 | 1996-02-16 | Martinez Andre Raymond | Concrete floor coffering frame |
| CN203879017U (en) * | 2014-05-23 | 2014-10-15 | 舜元建设(集团)有限公司 | Tool-type column-top bar embedding device for structural columns |
| CN106884541A (en) * | 2017-03-15 | 2017-06-23 | 上海建工四建集团有限公司 | The positioning component of reserved joint bar, positioner and localization method in shear wall |
| CN108385986A (en) * | 2018-03-26 | 2018-08-10 | 中国十七冶集团有限公司 | A kind of device and method ensureing constructional column reinforcement location |
| CN208168157U (en) * | 2018-03-30 | 2018-11-30 | 陕西建工新型建设有限公司 | A kind of assembled leads wall reserved steel bar positioning cage plate |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116771119A (en) * | 2023-08-22 | 2023-09-19 | 江苏省华建建设股份有限公司 | Connection construction method for embedded straight thread sleeve assembly of tie bar of concrete constructional column |
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| PB01 | Publication | ||
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| SE01 | Entry into force of request for substantive examination | ||
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| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190412 |
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| RJ01 | Rejection of invention patent application after publication |