CN107165342A - Reinforcing bar limiting card with the upper oblique bayonet socket being parallel to each other - Google Patents
Reinforcing bar limiting card with the upper oblique bayonet socket being parallel to each other Download PDFInfo
- Publication number
- CN107165342A CN107165342A CN201710587167.6A CN201710587167A CN107165342A CN 107165342 A CN107165342 A CN 107165342A CN 201710587167 A CN201710587167 A CN 201710587167A CN 107165342 A CN107165342 A CN 107165342A
- Authority
- CN
- China
- Prior art keywords
- bayonet socket
- reinforcing bar
- oblique bayonet
- parallel
- oblique
- 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
Links
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 30
- 239000000758 substrate Substances 0.000 claims abstract description 11
- 239000000463 material Substances 0.000 claims abstract description 7
- 230000002787 reinforcement Effects 0.000 claims description 6
- 238000004519 manufacturing process Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 13
- 239000011241 protective layer Substances 0.000 abstract description 7
- 229910000831 Steel Inorganic materials 0.000 abstract description 6
- 239000010959 steel Substances 0.000 abstract description 6
- 230000015572 biosynthetic process Effects 0.000 description 8
- 238000005266 casting Methods 0.000 description 5
- 210000003205 muscle Anatomy 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000005259 measurement Methods 0.000 description 3
- 241001417495 Serranidae Species 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 238000004513 sizing Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/20—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups of material other than metal or with only additional metal parts, e.g. concrete or plastics spacers with metal binding wires
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
Reinforcing bar limiting card with the upper oblique bayonet socket being parallel to each other, rectangular slat shape concrete substrate (1) including being internally provided with framework material (4), the oblique bayonet socket of the oblique bayonet socket in upswept top (2) and bottom (3) for being arranged at concrete substrate homonymy and being parallel to each other.The oblique bayonet socket of the oblique bayonet socket in top and bottom of the present invention can fix the top bars of structural slab and lower floor's reinforcing bar snap fit; reinforcing bar will not be slided in oblique bayonet socket; no longer need to carry out protective layer cushion block, Madeng ' made up of plastic, steel bar horse-shaped bench it is embedded; greatly improve construction speed; improve efficiency; construction cost is reduced, and can ensure that construction quality.
Description
Technical field
The invention belongs to construction technical field of tools, in particular for concrete structural slab in concreting pair
Reinforcing bar carries out the instrument that positioning and structural slab sectional dimension are fixed.
Background technology
Carry out concrete structural slab pouring construction when, needed between structural slab lower floor reinforcing bar and template keep as defined in away from
From, structural slab top bars and pour need to keep between finished surface between defined distance, structural slab levels reinforcing bar away from
From the requirement for must also being fulfilled for design and specification.At present, building field common practice has two kinds, and way one is using as shown in Figure 1
Protective layer cushion block A fixed structure plates lower floor reinforcing bar, Madeng ' made up of plastic B fixed plate top barses, way two is using as shown in Figure 2
Protective layer cushion block A fixed structure plates lower floor reinforcing bar, steel bar horse-shaped bench signal C fixed plate top barses, at the scene reinforcing bar positioning construction
During, the position of same point structural slab reinforcing bar is easily slided and causes the position of reinforcing bar inaccurate, and in casting concrete
Before also with spirit level at any time repetition measurement concrete formation absolute altitude or with engineering line formation absolute altitude control net carry out concrete formation
The control in face, speed of application is slow, and certain difficulty is caused to progress monitoring and cost management, is particularly poured at night mixed
More difficult control during solidifying soil.
The content of the invention
The problem of existing present invention aim to address prior art pours in progress concrete structural slab there is provided one kind and applied
In man-hour, structural slab reinforcement location can be made stable, be not required to carry out embedded, the construction of protective layer cushion block, Madeng ' made up of plastic, steel bar horse-shaped bench
The parallelogram bayonet socket reinforcing bar limiting card of simple and effective.
The purpose of the present invention is achieved through the following technical solutions：
Reinforcing bar limiting card with the upper oblique bayonet socket being parallel to each other, including it is internally provided with the rectangular slat of framework material
Shape concrete substrate, the oblique bayonet socket of the oblique bayonet socket in upswept top and bottom for being arranged at concrete substrate homonymy and being parallel to each other.
The surface slope of the oblique bayonet socket in top and the oblique bayonet socket in bottom of the present invention is 20 °~30 °.The framework material is to adopt
With the opening of reinforcement fabrication towards the flat nail shape on the inside of concrete substrate.
The oblique bayonet socket of the oblique bayonet socket in top and bottom of the present invention can fix the top bars of structural slab and lower floor's reinforcing bar snap fit,
Reinforcing bar will not be slided in oblique bayonet socket, it is no longer necessary to carry out protective layer cushion block, Madeng ' made up of plastic, steel bar horse-shaped bench it is embedded, carry significantly
High construction speed, improves efficiency, reduces construction cost.Eliminate simultaneously and level is also used before casting concrete
Instrument at any time repetition measurement concrete formation absolute altitude or with engineering line formation absolute altitude control net carry out concrete formation face control technique,
And can ensure that construction quality.Integral rigidity of the present invention is good, also enables reinforcing bar stably to be blocked in oblique bayonet socket, it is ensured that pouring
Reinforcing bar is not moved because external force is acted on during structure board concrete.
Brief description of the drawings
Fig. 1 is prior art using pre-buried protective layer cushion block and the schematic diagram of Madeng ' made up of plastic fixed structure slab muscle；
Fig. 2 is prior art using pre-buried protective layer cushion block and the schematic diagram of steel bar horse-shaped bench fixed structure slab muscle；
Fig. 3 is the schematic diagram of fixed structure slab muscle of the present invention；
Fig. 4 is structural representation of the invention；
Fig. 5 is Fig. 4 right view.
Embodiment
Present disclosure is expanded on further with reference to Figure of description.
As shown in Figure 4, Figure 5, the reinforcing bar limiting card with the upper oblique bayonet socket being parallel to each other, including it is internally provided with skeleton
The rectangular slat shape concrete substrate 1 of material 4, the upswept top for being arranged at concrete substrate homonymy and being parallel to each other tiltedly is blocked
Mouth 2 and the oblique bayonet socket 3 in bottom.The surface slope of the oblique bayonet socket 3 of the oblique bayonet socket 2 in top and bottom is 20 °~30 °, and the present embodiment is 25 °.
The framework material 4 is flat nail shape of the opening towards concrete substrate inner side (and tiltedly bayonet socket open side).
When making the present invention, according to the requirement in design drawing for structural slab design protection thickness degree and bar diameter,
Sizing making is carried out to the present invention.The entire length of the present invention is determined according to the sectional dimension of structural slab in design drawing, can
The sectional dimension of effective control structure plate, the position of the oblique bayonet socket 3 of the oblique bayonet socket 2 in top and bottom is determined according to design drawing, can
Effective control structure plate top bars and pour the distance between the distance between finished surface 7, structural slab lower floor reinforcing bar and template 8
And the distance between structural slab top bars and lower floor's reinforcing bar.During structural slab reinforcement construction, the system of structural slab template is first carried out
Make installation, then binding structure plate lower floor reinforcing bar 5, then binding structure plate top bars 6, it is last as shown in figure 3, using this
Invention clasps the reinforcing bar in the same direction on the inside of structural slab top bars and lower floor's reinforcing bar, and structural slab top bars 6 is stuck in the oblique bayonet socket 2 in top
Interior, lower floor's horizontal reinforcement 5 is stuck in the oblique bayonet socket 3 in bottom.The layout and laying quantity of limiting card are entered according to standard and design requirement
Row is laid.
The present invention can carry out being accurately positioned for structural slab reinforcing bar according to being actually needed for engineering, it is ensured that reinforcing bar is in concrete
It will not move and slide in casting process.Reinforcement location and structure plate thickness can be simultaneously controlled simultaneously, it is to avoid steel
The inaccurate common quality defect in muscle position, it also avoid casting concrete absolute altitude common quality defect rambunctious.The present invention makes simple,
Easy construction, it is possible to decrease production cost, reducing operator, also with spirit level, repetition measurement is mixed at any time before casting concrete
Solidifying earth forming absolute altitude or the technique that the control for carrying out concrete formation face is netted with the formation absolute altitude control of engineering line, substantially increase and apply
Work speed simultaneously ensures construction quality.
Claims (3)
1. the reinforcing bar limiting card with the upper oblique bayonet socket being parallel to each other, it is characterised in that including being internally provided with framework material
(4) rectangular slat shape concrete substrate (1), the upswept top for being arranged at concrete substrate homonymy and being parallel to each other tiltedly is blocked
Mouth (2) and the oblique bayonet socket in bottom (3).
2. the reinforcing bar limiting card according to claim 1 with the upper oblique bayonet socket being parallel to each other, it is characterised in that described
The surface slope of the oblique bayonet socket of the oblique bayonet socket in top (2) and bottom (3) is 20 °~30 °.
3. the reinforcing bar limiting card according to claim 1 with the upper oblique bayonet socket being parallel to each other, it is characterised in that described
Framework material (4) is the opening using reinforcement fabrication towards the flat nail shape on the inside of concrete substrate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710587167.6A CN107165342A (en) | 2017-07-18 | 2017-07-18 | Reinforcing bar limiting card with the upper oblique bayonet socket being parallel to each other |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710587167.6A CN107165342A (en) | 2017-07-18 | 2017-07-18 | Reinforcing bar limiting card with the upper oblique bayonet socket being parallel to each other |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107165342A true CN107165342A (en) | 2017-09-15 |
Family
ID=59818013
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710587167.6A Pending CN107165342A (en) | 2017-07-18 | 2017-07-18 | Reinforcing bar limiting card with the upper oblique bayonet socket being parallel to each other |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107165342A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112575966A (en) * | 2020-11-20 | 2021-03-30 | 中冶天工集团有限公司 | Reinforcing device and reinforcing method for inclined member steel bar |
Citations (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2511229A1 (en) * | 1975-03-14 | 1976-09-23 | Rudolf Wolter | Connection for concrete rib steel in circular holes - provides friction sidewall contact with stepped steel end calibration |
| IL104101A0 (en) * | 1992-12-15 | 1993-05-13 | Eli Ron | Members for reinforcing,supporting and tying steel bars for reinforced concrete |
| JPH07217080A (en) * | 1994-02-07 | 1995-08-15 | Teibiyou:Kk | Two-layer type reinforcing steel net |
| JP3025149U (en) * | 1995-11-24 | 1996-06-11 | 近藤鋼材株式会社 | Floor spacer |
| KR20020004412A (en) * | 2000-07-05 | 2002-01-16 | 배종렬 | Spacer and the method using the same |
| TW505165U (en) * | 2002-03-19 | 2002-10-01 | Cheng-Chi Cheng | The fixing device for steel bars |
| KR20030030790A (en) * | 2001-10-12 | 2003-04-18 | 은동신 | Spacer |
| JP2005336729A (en) * | 2004-05-24 | 2005-12-08 | Taisei Corp | Tower type spacer |
| CN102337772A (en) * | 2010-07-21 | 2012-02-01 | 徐逢裕 | Steel bar positioning block structure |
| CN102635204A (en) * | 2012-04-11 | 2012-08-15 | 中国十七冶集团有限公司 | Limiting stopper for concrete walls/boards |
| CN103696539A (en) * | 2013-12-09 | 2014-04-02 | 中天建设集团有限公司 | Multifunctional prefabricated concrete cushion block |
| CN203583786U (en) * | 2013-12-09 | 2014-05-07 | 中天建设集团有限公司 | Multifunctional prefabricated concrete cushion block |
| CN203701437U (en) * | 2014-02-23 | 2014-07-09 | 尚庆峰 | High-performance concretecushion block |
| CN204626792U (en) * | 2015-05-05 | 2015-09-09 | 俞波军 | A kind of combined type module controlling thickness of protection tier |
| CN205063193U (en) * | 2015-09-23 | 2016-03-02 | 云南建工第五建设有限公司 | Fall mouthful spacing card of triangle -shaped bayonet socket reinforcing bar |
| CN106368387A (en) * | 2015-07-20 | 2017-02-01 | 贺绍勤 | Concrete product catching split head for supporting upper layer steel bar |
| CN106522473A (en) * | 2016-12-07 | 2017-03-22 | 盐城工学院 | Fixing clamp for building concrete reinforcing bars |
| CN206941968U (en) * | 2017-07-18 | 2018-01-30 | 云南建投第五建设有限公司 | Reinforcing bar limiting card with the upper oblique bayonet socket being parallel to each other |
-
2017
- 2017-07-18 CN CN201710587167.6A patent/CN107165342A/en active Pending
Patent Citations (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2511229A1 (en) * | 1975-03-14 | 1976-09-23 | Rudolf Wolter | Connection for concrete rib steel in circular holes - provides friction sidewall contact with stepped steel end calibration |
| IL104101A0 (en) * | 1992-12-15 | 1993-05-13 | Eli Ron | Members for reinforcing,supporting and tying steel bars for reinforced concrete |
| JPH07217080A (en) * | 1994-02-07 | 1995-08-15 | Teibiyou:Kk | Two-layer type reinforcing steel net |
| JP3025149U (en) * | 1995-11-24 | 1996-06-11 | 近藤鋼材株式会社 | Floor spacer |
| KR20020004412A (en) * | 2000-07-05 | 2002-01-16 | 배종렬 | Spacer and the method using the same |
| KR20030030790A (en) * | 2001-10-12 | 2003-04-18 | 은동신 | Spacer |
| TW505165U (en) * | 2002-03-19 | 2002-10-01 | Cheng-Chi Cheng | The fixing device for steel bars |
| JP2005336729A (en) * | 2004-05-24 | 2005-12-08 | Taisei Corp | Tower type spacer |
| CN102337772A (en) * | 2010-07-21 | 2012-02-01 | 徐逢裕 | Steel bar positioning block structure |
| CN102635204A (en) * | 2012-04-11 | 2012-08-15 | 中国十七冶集团有限公司 | Limiting stopper for concrete walls/boards |
| CN103696539A (en) * | 2013-12-09 | 2014-04-02 | 中天建设集团有限公司 | Multifunctional prefabricated concrete cushion block |
| CN203583786U (en) * | 2013-12-09 | 2014-05-07 | 中天建设集团有限公司 | Multifunctional prefabricated concrete cushion block |
| CN203701437U (en) * | 2014-02-23 | 2014-07-09 | 尚庆峰 | High-performance concretecushion block |
| CN204626792U (en) * | 2015-05-05 | 2015-09-09 | 俞波军 | A kind of combined type module controlling thickness of protection tier |
| CN106368387A (en) * | 2015-07-20 | 2017-02-01 | 贺绍勤 | Concrete product catching split head for supporting upper layer steel bar |
| CN205063193U (en) * | 2015-09-23 | 2016-03-02 | 云南建工第五建设有限公司 | Fall mouthful spacing card of triangle -shaped bayonet socket reinforcing bar |
| CN106522473A (en) * | 2016-12-07 | 2017-03-22 | 盐城工学院 | Fixing clamp for building concrete reinforcing bars |
| CN206941968U (en) * | 2017-07-18 | 2018-01-30 | 云南建投第五建设有限公司 | Reinforcing bar limiting card with the upper oblique bayonet socket being parallel to each other |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112575966A (en) * | 2020-11-20 | 2021-03-30 | 中冶天工集团有限公司 | Reinforcing device and reinforcing method for inclined member steel bar |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170915 |
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| WD01 | Invention patent application deemed withdrawn after publication |