CN208950170U - A kind of frame column reinforcing bar preventing offsetting device - Google Patents
A kind of frame column reinforcing bar preventing offsetting device Download PDFInfo
- Publication number
- CN208950170U CN208950170U CN201821120024.0U CN201821120024U CN208950170U CN 208950170 U CN208950170 U CN 208950170U CN 201821120024 U CN201821120024 U CN 201821120024U CN 208950170 U CN208950170 U CN 208950170U
- Authority
- CN
- China
- Prior art keywords
- frame column
- reinforcing bar
- support rod
- column reinforcing
- preventing offsetting
- 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.)
- Active
Links
Abstract
The utility model provides a kind of frame column reinforcing bar preventing offsetting device, including support rod, the support rod l-shaped, and the head and the tail both ends of the support rod are equipped with the contacting piece that can be connected, and the support rod offers a plurality of grooves that can accommodate reinforcing bar.Utility model has the advantages that the head and the tail both ends of the L-type support rod of the frame column reinforcing bar preventing offsetting device of the utility model are equipped with the contacting piece that can be connected, the groove for accommodating reinforcing bar is offered on L-type support rod, the device installation and removal are convenient and simple, save manpower, improve construction efficiency and construction quality.
Description
[technical field]
The utility model relates to the realm of building construction, more particularly to a kind of frame column reinforcing bar preventing offsetting device.
[background technique]
In the frame structure or frame-shear structure of skyscraper, frame column is used as main vertical applied force component, to knot
Structure plays a very important role safely.Frame column is mainly by reinforcing bar and coagulation local soil type at positioned at the perpendicular of each side of frame column
To steel bar stress, i.e. frame column longitudinal reinforcement, construction quality directly affects the bearing capacity of frame column.In real work progress
In, due to a lack of efficient frame column longitudinal reinforcement preventing offsetting measure, often occur because frame column protective layer dimensional discrepancy is big and phase
Frame column concrete cracking caused by adjacent frame column longitudinal reinforcement relative spacing deviation is larger falls off, to steel bar corrosion, structure
The problems such as producing existing crack and infiltration, and these problems cause biggish adverse effect to the safety of structure of building, so
To the spacing between the protective layer thickness and adjacent pillars muscle for how guaranteeing frame column, it has also become the core of controller chassis trestle construction quality
Problem.
Refering to fig. 1 with Fig. 2, frame column reinforcing bar 1 includes frame column longitudinal reinforcement 11 and frame column transverse steel 12, existing skill
In art, stirrup is mainly positioned using preprocessing, frame column longitudinal reinforcement 11 is positioned, in concreting engineering, just
Guarantee that 11 spacing of adjacent frame trestle longitudinal reinforcement remains unchanged.It need to be from 11 top of frame column longitudinal reinforcement, general height when installation
It for 2m or more, is inserted in from top to bottom, installation is inconvenient, if positioning when frame column longitudinal reinforcement 11 is there are when local deformation
Stirrup is just difficult to install, and it is bad to position stirrup using effect.
Protective layer thickness refers to the outer rim of outermost layer reinforcing bar in concrete structure member to the distance of concrete surface.For
Frame column protective layer dimensional discrepancy problem, existing way predominantly after the completion of frame column reinforcing bar 1 and beam-slab template 4 are constructed, are mixed
Before solidifying soil pours, it is positioned using template item in frame column reinforcing bar surrounding, the template item of positioning is fixed on using steel nail
On beam-slab template, there is gap 13 between beam-slab template 4 and frame column longitudinal reinforcement 11, template item 3 protrudes into 13 part of gap
Length is frame column protective layer thickness.In the actual implementation process, because of 3 material reason of template item, during Reusability
Material loss is larger, higher cost.
[utility model content]
To overcome defect existing for existing equipment, the utility model lies in that a kind of column reinforcing bar preventing offsetting device is provided, including
The L-type support rod of energy head and the tail make-up connection, and offer the groove for accommodating reinforcing bar.
The utility model is realized in this way:
A kind of frame column reinforcing bar preventing offsetting device, including support rod, the support rod l-shaped, the head and the tail of the support rod
Both ends are equipped with the contacting piece that can be connected, and the support rod offers a plurality of grooves that can accommodate reinforcing bar.
Further, the support rod is divided into fixed section, protection section and gripping section, and a groove is set to the gripping section
Turning end, a groove be set to the gripping section connecting pin.
Further, a plurality of grooves are also set to the side end of the gripping section.
Further, the fixed section offers location hole.
Further, the fixed section offers right angle mouth, and a right angle mouth is located at the turning end of the fixed section, and one
The right angle mouth is located at the connecting pin of the fixed section.
Further, there are two the support rods, two support rod head and the tail make-up connection composition rectangular frames.
Utility model has the advantages that the head of the L-type support rod of the frame column reinforcing bar preventing offsetting device of the utility model
Tail both ends are equipped with the contacting piece that can be connected, and the groove for accommodating reinforcing bar is offered on L-type support rod, and the device installation and removal are convenient
Simply, it saves manpower, improve construction efficiency and construction quality.
[Detailed description of the invention]
The utility model is further described in conjunction with the embodiments with reference to the accompanying drawings.
Fig. 1 is the structural schematic diagram for positioning stirrup in the prior art.
Fig. 2 is the solution schematic diagram of frame column protective layer in the prior art.
Fig. 3 is the structural schematic diagram of the embodiment one of the frame column reinforcing bar preventing offsetting device of the utility model.
Fig. 4 is the make-up connection schematic diagram of the embodiment one of the frame column reinforcing bar preventing offsetting device of the utility model.
Fig. 5 is the using renderings of the embodiment one of the frame column reinforcing bar preventing offsetting device of the utility model.
Fig. 6 is the structural schematic diagram of the embodiment two of the frame column reinforcing bar preventing offsetting device of the utility model.
Fig. 7 is the make-up connection schematic diagram of the embodiment two of the frame column reinforcing bar preventing offsetting device of the utility model.
Appended drawing reference in figure indicates are as follows:
1- frame column reinforcing bar, 11- frame column longitudinal reinforcement, 12- frame column transverse steel, the gap 13-, 2- position stirrup,
3- template item, 4- beam-slab template, 5- support rod, 51- fixed section, 52- protection section, 53- gripping section, 54- contacting piece, 55- groove,
The turning 56- end, the connecting pin 57-, 58- location hole, the right angle 59- mouth.
[specific embodiment]
Refering to Fig. 3 to Fig. 5, the embodiment one of the frame column reinforcing bar preventing offsetting device of the utility model.
A kind of frame column reinforcing bar preventing offsetting device, including support rod 5,5 l-shaped of support rod, the head of the support rod 5
Tail both ends are equipped with the contacting piece 54 that can be connected, and the support rod 5 offers a plurality of grooves 55 that can accommodate reinforcing bar.When in use
Two L-type support rods 5 are subjected to counterpart connection around 1 surrounding of frame column reinforcing bar, 11 position of frame column longitudinal reinforcement is adjusted, makes
It is put into groove 55, has thus lived frame column longitudinal reinforcement 11 surely, efficiently controls the spacing of frame column longitudinal reinforcement 11,
Prevent 11 positional shift of frame column longitudinal reinforcement in concreting；After the completion of concreting, support rod 5 can be torn open
It removes, is reused in next pouring construction.
The support rod 5 divides for fixed section 51, protects section 52 and gripping section 53, and a groove 55 is set to the gripping section
53 turning end 56, a groove 55 are set to the connecting pin 57 of the gripping section 53, and a plurality of grooves 55 are also set to institute
State the side end of gripping section 53；Support rod 5 can preferably surround frame column reinforcing bar 1 in this way.
The fixed section 51 offers location hole 58, by location hole 58, with steel nail the support rod 5 in the utility model
It is fixed on beam-slab template 4.Preferably, the material of support rod 5 is square steel.
There are two the support rods 5, two 5 head and the tail make-up of support rod connection composition rectangular frames.
The fixed section 51 of support rod 5 for being placed on beam-slab template 4, beam-slab template 4 and frame column longitudinal reinforcement 11 it
Between have a gap 13, the thickness of protection section 52 is then the part that support rod 5 protrudes into the gap 13, i.e. outermost layer in frame column
Frame column longitudinal reinforcement 11 arrives the distance of outer rim concrete surface.The protection section 52 of support rod 5 is also avoided that frame column longitudinal direction steel
For muscle 11 after entering groove 55, frame column longitudinal reinforcement 11 encounters beam-slab template 4.The column reinforcing bar preventing offsetting of the utility model in this way
Device also ensures the thickness of frame column protective layer, improves construction quality, and has good economic benefit.
When specifically used, after the completion of frame column reinforcing bar 1 installs and beam-slab template 4 sets up, poured toward frame column reinforcing bar 1
Before concrete, spelled with the column reinforcing bar preventing offsetting device of two the utility model around the surrounding and make-up of frame column reinforcing bar 1
It connects, in conjunction with the relevant design parameter in design drawing about frame column, on the location hole 58 of the fixed section 51 of support rod 5,
The fixed section 51 of two L-type support rods 5 is fixed on beam-slab template 4 with steel nail, then adjusts each frame column longitudinal reinforcement
11 positions make it all enter groove 55, in this way in casting concrete, prevent from frame column longitudinal reinforcement 11 and deviation occurs,
And the protection section 52 of support rod 5 can also be conducive to the formation of the protective layer of frame column.
Refering to Fig. 6 and Fig. 7, the embodiment two of the frame column reinforcing bar preventing offsetting device of the utility model.
The fixed section 51 offers right angle mouth 59, and a right angle mouth 59 is located at the turning end 56 of the fixed section 51,
The one right angle mouth 59 is located at the connecting pin 57 of the fixed section 51.Support rod 5 is fixed on beam slab in right angle mouth 59 with steel nail
Template 4.Other, which show, states part reference implementation example one.
Although those familiar with the art answers the foregoing describe specific embodiment of the present utility model
Working as understanding, we are merely exemplary described specific embodiment, rather than for the limit to the scope of the utility model
Fixed, those skilled in the art modification and variation equivalent made by the spirit according to the utility model all should
Cover in the scope of the claimed protection of the utility model.
Claims (6)
1. a kind of frame column reinforcing bar preventing offsetting device, including support rod, it is characterised in that: the support rod l-shaped, the support
The head and the tail both ends of bar are equipped with the contacting piece that can be connected, and the support rod offers a plurality of grooves that can accommodate reinforcing bar.
2. a kind of frame column reinforcing bar preventing offsetting device as described in claim 1, it is characterised in that: the support rod is divided into fixation
Section, protection section and gripping section, a groove are set to the turning end of the gripping section, and a groove is set to the gripping section
Connecting pin.
3. a kind of frame column reinforcing bar preventing offsetting device as claimed in claim 2, it is characterised in that: a plurality of grooves are also set
In the side end of the gripping section.
4. such as a kind of described in any item frame column reinforcing bar preventing offsetting devices of claim 2 to 3, it is characterised in that: the fixation
Section offers location hole.
5. such as a kind of described in any item frame column reinforcing bar preventing offsetting devices of claim 2 to 3, it is characterised in that: the fixation
Section offers right angle mouth, and a right angle mouth is located at the turning end of the fixed section, and a right angle mouth is located at the fixed section
Connecting pin.
6. a kind of frame column reinforcing bar preventing offsetting device as described in claim 1, it is characterised in that: there are two the support rods,
Two support rod head and the tail make-up connection composition rectangular frames.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821120024.0U CN208950170U (en) | 2018-07-16 | 2018-07-16 | A kind of frame column reinforcing bar preventing offsetting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821120024.0U CN208950170U (en) | 2018-07-16 | 2018-07-16 | A kind of frame column reinforcing bar preventing offsetting device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208950170U true CN208950170U (en) | 2019-06-07 |
Family
ID=66732090
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821120024.0U Active CN208950170U (en) | 2018-07-16 | 2018-07-16 | A kind of frame column reinforcing bar preventing offsetting device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208950170U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111255237A (en) * | 2020-03-12 | 2020-06-09 | 瑞洲建设集团有限公司 | Construction method for controlling overall position of column reinforcement |
-
2018
- 2018-07-16 CN CN201821120024.0U patent/CN208950170U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111255237A (en) * | 2020-03-12 | 2020-06-09 | 瑞洲建设集团有限公司 | Construction method for controlling overall position of column reinforcement |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103669655B (en) | Deformation joint both walls body concrete pouring construction process | |
| CN103114681A (en) | To-be-poured structure and construction method of high-altitude large-span reinforced concrete beam | |
| CN108755984A (en) | Late poured band support construction method based on concrete square column | |
| CN105220619A (en) | A kind of method of quick manufacture two-wire nose circle solid pier | |
| CN107687254A (en) | A kind of concrete disjunctor group storehouse slip form construction device and construction method | |
| CN110206144A (en) | A kind of construction method of reinforced concrete column bean column node | |
| CN208950170U (en) | A kind of frame column reinforcing bar preventing offsetting device | |
| CN111455837A (en) | Thin-wall hollow pier pouring connection structure and construction method thereof | |
| CN110241959A (en) | A kind of superimposed sheet and its construction method | |
| CN206887771U (en) | A kind of small across footpath plate-beam construction platform structure | |
| CN102936958A (en) | Construction method for positioning upper reinforcements of concrete floor slab by using tool type supports | |
| CN203462754U (en) | Free-disassembly suspension template | |
| CN204826639U (en) | Rag bolt preformed hole mould | |
| CN105603882B (en) | Continuous beam mid-span closure construction method achieving uninterrupted power of contact line and structure of method | |
| CN102425300A (en) | Construction method of preserved foundation bolt hole of equipment foundation | |
| CN115042316A (en) | Prefabricated construction method for assembled bridge pier column | |
| CN103195079B (en) | Installing type template, installing type template group and complete installing type plate device | |
| CN102433994B (en) | Construction method of equipment base pre-reservation anchor bolt square hole | |
| CN206174441U (en) | Elevator shaft operation platform | |
| CN104453235B (en) | Current conversion station fire wall construction technology | |
| CN210439668U (en) | Corrugated steel combined template and corrugated steel-concrete combined member | |
| CN103485423B (en) | The method of ater-casting indwelling | |
| CN208428458U (en) | A kind of reinforcing bar tire fixture of precast segment box beam | |
| CN204826676U (en) | Tension structure that has bonding prestressing tendons | |
| CN103526698A (en) | Cast-in-cantilever construction 0# block concrete supporting system and construction method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200924 Address after: 350000, 36 floor, landmark 89, 54 Road, Gulou District, Fujian, Fuzhou Patentee after: FUJIAN JIANGONG GROUP Co.,Ltd. Patentee after: Fujian Construction Engineering Group Co., Ltd Address before: 350000, 36 floor, landmark 89, 54 Road, Gulou District, Fujian, Fuzhou Patentee before: FUJIAN JIANGONG GROUP Co.,Ltd. |
|
| TR01 | Transfer of patent right |