CN209095537U - A kind of adjustable reinforcing bar material torr rack device of spelling - Google Patents
A kind of adjustable reinforcing bar material torr rack device of spelling Download PDFInfo
- Publication number
- CN209095537U CN209095537U CN201822005364.5U CN201822005364U CN209095537U CN 209095537 U CN209095537 U CN 209095537U CN 201822005364 U CN201822005364 U CN 201822005364U CN 209095537 U CN209095537 U CN 209095537U
- Authority
- CN
- China
- Prior art keywords
- reinforcing bar
- spelling
- steel
- profile steel
- rack device
- 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.)
- Expired - Fee Related
Links
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 89
- 239000000463 material Substances 0.000 title claims abstract description 26
- 238000000926 separation method Methods 0.000 claims abstract description 29
- 238000009434 installation Methods 0.000 claims abstract description 19
- 229910000831 Steel Inorganic materials 0.000 claims description 55
- 239000010959 steel Substances 0.000 claims description 55
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 6
- 238000010276 construction Methods 0.000 abstract description 15
- 230000000694 effects Effects 0.000 description 5
- 210000003205 muscle Anatomy 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 230000008859 change Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000004069 differentiation Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- IXHBTMCLRNMKHZ-LBPRGKRZSA-N levobunolol Chemical compound O=C1CCCC2=C1C=CC=C2OC[C@@H](O)CNC(C)(C)C IXHBTMCLRNMKHZ-LBPRGKRZSA-N 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses a kind of adjustable reinforcing bar material torr rack devices of spelling, including several spelling units arranged in parallel for being placed in reinforcing bar stock ground, wherein: spelling unit includes press beam, several separation columns are installed by the way that bolt assembly is equally spacedly detachable in press beam, form reinforcing bar memory space between two neighboring separation column；Press beam is equipped with reserved installation position, so that the separation column of the separation column and its two sides is respectively formed two reinforcing bar memory spaces that reinforcing bar more for usage amount, less is stored by moving to the separation column by reserved installation position on reserved installation position to install.The utility model realizes construction site reinforcing bar and distinguishes the purpose concentrated and stacked by specification, and reinforcing bar access convenience is repeatable to be used in turn, at low cost.
Description
Technical field
The utility model relates to a kind of reinforcing bar material carrier structure, espespecially a kind of adjustable reinforcing bar material torr rack device of spelling.
Background technique
Currently, the bar gauge used is more and more many and diverse as the engineering construction scale of construction is increasing, reinforcing bar usage amount is also got over
Come it is more, but scene for reinforcing bar place beta site it is smaller and smaller.Steel bar meter is that construction site is essential
One content, reinforcing bar stock ground occupy the place in steel bar meter area at least 2/3rds or more, therefore how in limited place
Clinical practice reasonably puts reinforcing bar, accomplishes that the arrangement of various specifications reinforcing bar is clear, and access is convenient, is not easy to obscure, and is the control of reinforcing bar scene
One of important content of system.
Currently, various forms of reinforcing bar stock grounds way occurs in construction site, traditional reinforcing bar stock ground is mainly using block
Material and concrete are built, the ground beam of certain altitude is made at certain intervals, reinforcing bar former material is placed directly in above ground beam and stores.From reality
Border is in it can be found that the reinforcing bar stock ground of this ground beam form has the following deficiencies: that ground beam is only capable of playing the work of support reinforcing bar
With can not be separated to the reinforcing bar of different size；Ground beam belongs to provisional component, and when construction needs to expend the materials such as a large amount of masonries
Material, and just remove cancel after use, it can not utilize again, waste of material is serious；Ground beam can not basis once constructing and completing
Live practice of construction is moved, when needing to convert storage position, it is necessary to new ground beam of constructing again；Because making ground beam
The strength of materials of use is lower, can damage ground beam when a large amount of reinforcing bars are stacked, and in entire construction process
In damage location can not be repaired；With engineering progress, number of steel bars, model increase, and bar material is marched into the arena by large car
Traffic impact, can only be transported a few days ago at night substantially, and along with night influences, reinforcing bar similar in specification inevitably goes out
The case where putting now is mixed, when needing specific standard reinforcing bar, crane must be equipped with and ransackd, the design of ground beam will certainly be brought
Many difficulties significantly impact timely using for reinforcing bar, delay the duration.
Utility model content
The purpose of this utility model is to provide a kind of adjustable reinforcing bar material torr rack devices of spelling, realize construction site
Reinforcing bar is distinguished the purpose concentrated and stacked by specification, and reinforcing bar access convenience is repeatable to be used in turn, at low cost.
To achieve the goals above, the utility model uses following technical scheme:
A kind of adjustable reinforcing bar material torr rack device of spelling, it is characterised in that: it includes arranged in parallel being placed in reinforcing bar stock ground
Several spelling units, in which: spelling unit includes press beam, is equipped in press beam by the way that bolt assembly is equally spacedly detachable
Several separation columns form reinforcing bar memory space between two neighboring separation column；Press beam is equipped with reserved installation position, pass through by
A separation column by reserved installation position moves on reserved installation position the separation column installed to make the separation column Yu its two sides
It is respectively formed two reinforcing bar memory spaces that more, less reinforcing bar is stored for usage amount.
The utility model has the advantages that:
The utility model is at low cost, sturdy and durable, assembled easy, and reusable, turnover is quick, realizes construction site
Reinforcing bar is distinguished the purpose concentrated and stacked by specification, avoids the problem that the mixed to one's heart's content condition of different size reinforcing bar occurs, in construction field at present
Reach under the status of ground growing tension and utmostly made full use of place, the apparent differentiation of different size reinforcing bar, which is concentrated, stacks, steel
Muscle accesses convenient effect.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the adjustable reinforcing bar material torr rack device of the utility model spelling.
Fig. 2 is the schematic front view of press beam.
Fig. 3 is the schematic top plan view of Fig. 2.
Fig. 4 is the right side view of Fig. 2.
Fig. 5 is the schematic front view for separating column.
Fig. 6 is the right side view of Fig. 5.
Fig. 7 is the schematic top plan view of Fig. 5.
Fig. 8 is the operation instruction schematic diagram of the adjustable reinforcing bar material torr rack device of the utility model spelling.
Specific embodiment
As shown in Figures 1 to 8, the adjustable reinforcing bar material torr rack device of the utility model spelling includes that arranged in parallel be placed in is applied
Several spelling units 10 on work field ground, in which: spelling unit 10 includes press beam 20, passes through bolt assembly 40 in press beam 20
It is equally spacedly detachable that several separation columns 30 are installed, reinforcing bar memory space is formed between two neighboring separation column 30
50；Press beam 20 is equipped with reserved installation position 23, by the way that a separation column 30 on reserved 23 side of installation position is moved to reserved installation position
It equally installs by bolt assembly 40 on 23, makes to make the separation column 30 of the separation column 30 and its two sides be respectively formed to be directed to
Small one and large one two reinforcing bar memory spaces that dosage is more, less reinforcing bar is stored, big reinforcing bar memory space is for storing
The more reinforcing bar of usage amount, small reinforcing bar memory space is for storing the less reinforcing bar of usage amount.
Such as Fig. 2 to Fig. 4, press beam 20 includes H profile steel 21, in which: a flange plate 211 of H profile steel 21 lies against ground, H-type
Several pairs of bolts hole are offered on another flange plate 211 of steel 21 along H profile steel equal spacing in length direction, are reserved on installation position 23
Offer a pair of of prepared screw-bolt hole, in which: each pair of bolt hole is with 212 symmetrically arranged two bolts hole 213 of web；It is each pair of pre-
Staying bolt hole is with 212 symmetrically arranged two prepared screw-bolt holes 231 of web；Along H profile steel length direction, at 213 liang of bolt hole
Side is nearby respectively provided with a reinforcement steel plate 22, and a reinforcement steel plate 232 is respectively provided near 231 two sides of prepared screw-bolt hole, reinforces
Upper and lower two flange plates 211 and 212 firm welding of web of steel plate 22,232 and H profile steel 21 reinforce steel plate 22,232 and web
212, flange plate 211 is vertically arranged, and the outer edge extension for reinforcing steel plate 22,232 is concordant with the edge of flange plate 211.
Such as Fig. 2, the both ends of the web 212 of H profile steel 21 offer hole for hoist 210, and hole for hoist 210 is occupied along web width direction
Middle setting.
Such as Fig. 5 to Fig. 7, separating column 30 includes H profile steel 31, and the H-type bottom end of H profile steel 31 and a steel plate base 32 are welded,
Preferably, the center of H profile steel 31 is overlapped with the center of steel plate base 32, and the flange plate 311 of H profile steel 31 and steel plate base 32
Short side is parallel, respectively offers a bolt hole 320, H-type on the position of 312 two sides of web of H profile steel 31 in steel plate base 32
The flange plate 311 and steel plate base 32 of steel 31 are welded with the steel plate haunch 33 of right triangular shape, steel plate haunch 33 and the wing jointly
Listrium 311, steel plate base 32 are vertically arranged.
Such as Fig. 7, the both sides of the edge of flange plate 311 are respectively welded with a steel plate haunch 33.
Such as Fig. 5, hole for hoist 310 is offered on the web 312 on the H-type top in H profile steel 31, hole for hoist 310 is along web
Width direction is centrally located.
Such as figure, bolt assembly 40 includes bolt, billet and matched nut.
In actual installation, after billet is inserted in bolt, bolt is enabled to penetrate the bolt hole 320 separated on column 30, and
Then bolt hole 213 or prepared screw-bolt hole 231 on the flange plate 211 of press beam 20 are realized by being spirally connected for nut and bolt
Separate installation of the column 30 in press beam 20.
In the present invention, H profile steel is the existing steel part of this field, to be made of a web and two flange plates
H-type section steel part.
In use, ensuring that the installation site of the separation column 30 on each spelling unit 10 is consistent, so that each spelling unit
The corresponding two neighboring column 30 that separates is collectively formed one for storing the three-dimensional steel of a certain specification reinforcing bar 70 between 10
Muscle memory space 50.
Such as Fig. 1, the utility model not only realizes the effect of support reinforcing bar 70, but also using separation 30 pairs of differences of column
The reinforcing bar 70 of specification is separated, thoroughly solve the problems, such as reinforcing bar stack arbitrarily, specification distinguish it is unknown.
According to the live different construction stages to the usage amount situation of different size reinforcing bar, the utility model can be to adjacent thereon
Spacing between two separation columns 30 is rationally designed and is adjusted, for example, each column 30 that separates can be installed at equal intervals such as Fig. 1
In press beam 20, so that several equirotal reinforcing bar memory spaces 50 are formed, certainly in actual use, when same
When specification number of steel bars is more, removable divide column 30 expands original reinforcing bar memory space, to ensure same specification reinforcing bar
It can leave concentratedly, avoid that the problem that reinforcing bar takes mistake occurs in work progress.
Such as Fig. 8, when in construction there are when a certain specification reinforcing bar negligible amounts, can be by the separation near reserved installation position 23
Column 30 disassembles, and moves on on reserved installation position 23 and is installed by bolt assembly 40, so that this separation of displacement
The lesser reinforcing bar stored for the less reinforcing bar of usage amount is formd between column 30 and the separation column 30 of one side
Memory space 60, this separates to form between column 30 and the separation column 30 of its other side carries out for the more reinforcing bar of usage amount
One biggish reinforcing bar memory space 60 ' of storage, so that the utility model has been accomplished convenient for the same of the storage less reinforcing bar of usage amount
When, the space saved is supplied to the more reinforcing bar of other usage amounts and is left concentratedly, is maximumlly made full use of
Limited reinforcing bar memory space.
Such as Fig. 8, anti-shearing force N suffered by the bolt in bolt assembly 40 as indicated by a dashed arrow in the figure, separates 30 institute of column
The lateral pressure F that the reinforcing bar 70 being subject to applies passes through actual tests and calculates it is found that the utility model as shown in solid arrow in figure
The anti-shearing force N that this structure design of bracket system can satisfy bolt is greater than wanting for the lateral pressure F for separating that column 30 is subject to
It asks, meets GB50017-2017 " Code for design of steel structures ".
The utility model has the effect that
1, the utility model bracket system is made of building engineering construction common used material, at low cost, sturdy and durable, is not easy
Deformation, solves the problems such as waste of material existing for traditional ground beam, be not durable.
2, the utility model uses spelling mode, and repeatable to be used in turn, assembly, which is got up, to come into operation, after disassembly just
In storage, storage and transport are not take up big quantity space.When needing replacing place, transport to specified place can be into after dismantling
Row assembling uses, and has enough to meet the need convenient and efficient.
3, the effect of support reinforcing bar not only may be implemented in the utility model, can also be used and separates column to the steel of different size
Muscle is separated, thoroughly solve the problems, such as reinforcing bar stack arbitrarily, specification distinguish it is unknown.
4, the utility model according to the live different construction stages to the usage amount situation of different size reinforcing bar, to thereon for steel
Spacing between the adjacent two separations column of muscle storage can be rationally designed and be adjusted, can when same specification number of steel bars is more
It removes and separates column expansion memory space, it is ensured that same specification reinforcing bar is left concentratedly, and generation reinforcing bar in work progress is avoided to take
With the problem of mistake, realize that reinforcing bar storage is clear, takes convenient effect in limited place.
5, the utility model has been reserved devises a lesser reinforcing bar and deposits for the lesser a certain specification reinforcing bar of usage amount
Space is stored up, consequently facilitating the storage lesser reinforcing bar of usage amount, while it is larger that the space saved is supplied to other usage amounts
Reinforcing bar left concentratedly, maximumlly limited reinforcing bar storage space is made full use of.
6, the uniform specification of each separation column in the utility model, caused by use process because of reinforcing bar lifting collision etc.
When separating column deformation failure, dismounting replacement can be carried out to separation column immediately, it is easy to operate, it is easy to use.
The above is the utility model preferred embodiment and its technical principle used, for those skilled in the art
It is any based on technical solutions of the utility model basis without departing substantially from the spirit and scope of the utility model for member
On equivalent transformation, simple replacement etc. it is obvious change, belong within scope of protection of the utility model.
Claims (7)
1. a kind of adjustable reinforcing bar material torr rack device of spelling, it is characterised in that: it includes arranged in parallel being placed in reinforcing bar stock ground
Several spelling units, in which: spelling unit includes press beam, if being equipped in press beam by the way that bolt assembly is equally spacedly detachable
It is dry to separate column, reinforcing bar memory space is formed between two neighboring separation column；Press beam is equipped with reserved installation position, by will be pre-
It stays one by installation position to separate column and moves on reserved installation position the separation column point installed to make the separation column and its two sides
It Xing Cheng more, less reinforcing bar is stored for usage amount two reinforcing bar memory spaces.
2. the adjustable reinforcing bar material torr rack device of spelling as described in claim 1, it is characterised in that:
The press beam includes H profile steel, in which: a flange plate of H profile steel lies against ground, along H-type on another flange plate of H profile steel
Several pairs of bolts hole are offered to steel equal spacing in length direction, offer a pair of of prepared screw-bolt hole on the reserved installation position,
In: each pair of bolt hole is with symmetrically arranged two bolts hole of web；Each pair of prepared screw-bolt hole is with web symmetrically arranged two
A prepared screw-bolt hole；Along H profile steel length direction, it is respectively provided with a reinforcement steel plate in bolt hole two sides, and in prepared screw-bolt hole two
Side is respectively provided with a reinforcement steel plate, and upper and lower two flange plates and web for reinforcing steel plate and H profile steel weld.
3. the adjustable reinforcing bar material torr rack device of spelling as claimed in claim 2, it is characterised in that:
The both ends of the web of the H profile steel offer hole for hoist.
4. the adjustable reinforcing bar material torr rack device of spelling as described in claim 1, it is characterised in that:
The separation column includes H profile steel, and the H-type bottom end of H profile steel and a steel plate base are welded, and H profile steel is located in steel plate base
Web two sides position on respectively offer a bolt hole, the flange plate and steel plate base of H profile steel are welded with right angle trigonometry jointly
The steel plate haunch of shape.
5. the adjustable reinforcing bar material torr rack device of spelling as claimed in claim 4, it is characterised in that:
The both sides of the edge of the flange plate are respectively welded with a steel plate haunch.
6. the adjustable reinforcing bar material torr rack device of spelling as claimed in claim 4, it is characterised in that:
Hole for hoist is offered on the web on the H-type top in the H profile steel.
7. such as the adjustable reinforcing bar material torr rack device of spelling described in any one of claims 1 to 6, it is characterised in that:
The bolt assembly includes bolt, billet and matched nut.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822005364.5U CN209095537U (en) | 2018-11-30 | 2018-11-30 | A kind of adjustable reinforcing bar material torr rack device of spelling |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822005364.5U CN209095537U (en) | 2018-11-30 | 2018-11-30 | A kind of adjustable reinforcing bar material torr rack device of spelling |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209095537U true CN209095537U (en) | 2019-07-12 |
Family
ID=67162241
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822005364.5U Expired - Fee Related CN209095537U (en) | 2018-11-30 | 2018-11-30 | A kind of adjustable reinforcing bar material torr rack device of spelling |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209095537U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111483681A (en) * | 2019-12-31 | 2020-08-04 | 圣沃建设集团有限公司 | Fixed device of easily getting is deposited to reinforcing bar for construction |
| CN114182971A (en) * | 2021-12-14 | 2022-03-15 | 中建八局第二建设有限公司 | Rain-proof device that drenches of collapsible formula reinforcing bar |
-
2018
- 2018-11-30 CN CN201822005364.5U patent/CN209095537U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111483681A (en) * | 2019-12-31 | 2020-08-04 | 圣沃建设集团有限公司 | Fixed device of easily getting is deposited to reinforcing bar for construction |
| CN114182971A (en) * | 2021-12-14 | 2022-03-15 | 中建八局第二建设有限公司 | Rain-proof device that drenches of collapsible formula reinforcing bar |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN209095537U (en) | A kind of adjustable reinforcing bar material torr rack device of spelling | |
| CN105568853B (en) | Wide-span reinforced concrete flitch-trussed beam side position is traversing, the construction method of the beam that falls | |
| CN110847676A (en) | Reinforcing apparatus of single-pipe tower | |
| KR102161809B1 (en) | Temporary bridge structure and construction method athereof | |
| CN109469259A (en) | The two-sided compound action beam of exchangeable part assembled steel-concrete | |
| CN208632971U (en) | A kind of Demountable bracket | |
| WO2015165891A1 (en) | Device for bridging an expansion joint | |
| EP2290167B1 (en) | Punching reinforcement | |
| CN102400503B (en) | High-strength concrete steel plate sectional connection combined shear wall | |
| CN207987777U (en) | A kind of high pier girder steel pushing tow support device | |
| CN102864746A (en) | Bearing frame for bridge construction | |
| CN202595638U (en) | Rapid reinforcing structure system of bridge and pile combining part | |
| CN202577162U (en) | Combined-type steel pipe bracket | |
| CN210850215U (en) | Detachable and turnover reinforcing steel bar finished product stacking support | |
| CN106480998B (en) | Regional constraint concrete shear wall and manufacturing method thereof | |
| EP3187658A1 (en) | Form structure of precast segment structure and construction method thereof | |
| CN206053118U (en) | A kind of steel truss makees the groove type plate of skeleton | |
| CN211447051U (en) | Reference beam device for pile foundation static load test | |
| CN219061017U (en) | Steel structure beam reinforcing system | |
| CN113026794A (en) | Combined anchor plate, anchor bolt cage and tower foundation | |
| CN205063024U (en) | Underground garage bearing structure | |
| CN221756343U (en) | Detachable shared beam making pedestal for prefabricated box beams | |
| CN212001629U (en) | Heavy steel beam bracket | |
| CN202577957U (en) | Ultra-large and ultra-thick concrete beam-slab formwork supporting system | |
| CN218911984U (en) | Steel bar split heads shaped steel support |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190712 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |