CN208428458U - A kind of reinforcing bar tire fixture of precast segment box beam - Google Patents
A kind of reinforcing bar tire fixture of precast segment box beam Download PDFInfo
- Publication number
- CN208428458U CN208428458U CN201820451814.0U CN201820451814U CN208428458U CN 208428458 U CN208428458 U CN 208428458U CN 201820451814 U CN201820451814 U CN 201820451814U CN 208428458 U CN208428458 U CN 208428458U
- Authority
- CN
- China
- Prior art keywords
- tire
- box girder
- prefabricated
- welded
- tire clamp
- 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 description 22
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 37
- 239000010959 steel Substances 0.000 claims abstract description 37
- 238000009826 distribution Methods 0.000 claims abstract description 14
- 230000002787 reinforcement Effects 0.000 claims abstract description 11
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims abstract description 5
- 238000004519 manufacturing process Methods 0.000 abstract description 4
- 230000007306 turnover Effects 0.000 abstract description 2
- 239000012528 membrane Substances 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 6
- 238000000465 moulding Methods 0.000 description 6
- 238000009434 installation Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 210000002219 extraembryonic membrane Anatomy 0.000 description 2
- 238000011007 installation qualification Methods 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- 229910000679 solder Inorganic materials 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 238000010923 batch production Methods 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
本实用新型属于预制箱梁钢筋的制作，具体涉及一种节段预制箱梁的钢筋胎卡具。提出的一种节段预制箱梁的钢筋胎卡具与待预制箱梁的台座形状相吻配；钢筋胎卡具沿纵向的两侧壁面上均放置有型钢梁，型钢梁的一端沿腹板走向与胎卡具基础焊接，另一端沿翼板走向用以对预制箱梁的翼板钢筋进行支撑的支撑梁；述型钢梁的上端面焊接有作为胎架的角钢，支撑梁的下端通过支柱Ⅱ与胎卡具基础焊接连接；钢筋胎卡具设置内模胎架，所述的内膜胎架具有两根沿胎卡具横向设置的分配梁。本实用新型缩短了胎模的周转周期，进一步提高了生产效率。
The utility model belongs to the manufacture of prefabricated box girder steel bars, in particular to a steel bar tire clamp for segmental prefabricated box girder. The reinforced tire clamp of the proposed segmental prefabricated box girder matches the shape of the pedestal of the box girder to be prefabricated; The web direction is welded with the tire clamp foundation, and the other end is along the direction of the wing plate to support the reinforcement of the wing plate of the prefabricated box girder; The lower end is welded and connected with the tire clamp foundation through the pillar II; the reinforced tire clamp is provided with an inner mold tire frame, and the inner membrane tire frame has two distribution beams arranged laterally along the tire clamp. The utility model shortens the turnover period of the tire mold and further improves the production efficiency.
Description
Technical field
The utility model belongs to the production of prefabricated case beam reinforcing bar, and in particular to a kind of reinforcing bar tire card of precast segment box beam
Tool.
Background technique
Prefabricated assembled beam slab because its is adaptable, easy construction and is used widely due to economy in science of bridge building,
And become a kind of important feature form.Then beam slab is transported in place to in-site installation by preparatory concentration pre-casting.Precast beam
Steel bar meter and installation are to ensure that one of the critical process of beam slab quality and progress.General installs case beam framework reinforcing bar method be
Scale is finished with paint on ground tire, places reinforcing bar along scale, since fixed web reinforcement is all using temporary support, this makes use of momentum
There must be not straight enough the phenomenon of reinforcing bar overall linear, cause bar spacing not of uniform size, increase the probability of spacing supergage, make
At reinforcing bar low qualified.Setting up and remove temporary support simultaneously also can waste of manpower and time.
With the development of construction technology, prefabricated assembled beam reinforced steel bar mostly uses numerical-control bending machine blanking, in mould into
Then row tie with reinforcing bar is lifted into measures such as moulds, greatly improve the prefabricated quality of beam slab and work efficiency.But for prefabricated dress
With formula box beam, because its top plate width is larger, bottom web and roof steel bar are often difficult to overall binding, and use and bind on loose tool
Bottom web reinforcement skeleton hangs in after pedestal and carries out roof steel bar installation or roof steel bar skeleton again and separately bind in advance again on loose tool
Die combination installation is hung in, it is relatively long that loose tool occupies the period.The bottom that has bound, web reinforcement skeleton are during being hoisted to fetal membrane
It easily deforms and distorts.If do not taken effective measures, it is difficult that box beam reinforcement installation qualification rate is effectively ensured.
Utility model content
In order to solve the above technical problems, the purpose of this utility model is the reinforcing bar tire card for proposing a kind of precast segment box beam
Tool.
The utility model is to complete above-mentioned purpose to adopt the following technical scheme that
A kind of reinforcing bar tire fixture of precast segment box beam, the reinforcing bar tire fixture with to the pedestal shape phase of prefabricated case beam
Kiss is matched；It is placed with section steel beam in the two side walls of the reinforcing bar tire fixture along longitudinal direction, one end of the section steel beam is walked along web
To the supporting beam being supported along wing plate trend to the wing plate reinforcing bar to prefabricated case beam with tire fixture base solder, the other end；
The upper surface of the section steel beam is welded with the angle steel as moulding bed, and the angle steel is spaced multiple；Described in each
Multiple V-shape notches to be clamped reinforcing bar are all had on angle steel；The lower end of supporting beam described in section steel beam passes through pillar II and tire
The connection of fixture base solder；Internal model moulding bed is arranged in the reinforcing bar tire fixture, and the inner membrance moulding bed is with two along tire fixture
The distribution beam being laterally arranged；The distance between two described distribution beams are greater than the length to prefabricated case beam framework of steel reinforcement；Two institutes
The lower end for stating distribution beam passes through the cast-in-place fixation of pillar I and tire fixture basis；The upper surface of the every distribution beam is welded with a row
More beam columns, the height of beam column differ, and the upper surface of the more beam columns is collectively formed to the top plate steel to prefabricated case beam
The arcwall face that muscle is supported.
The utility model proposes a kind of precast segment box beam reinforcing bar tire fixture, by adopting the above technical scheme, Ke Yitong
When integral installation is carried out to the top plate and bottom plate framework of steel reinforcement of prefabricated case beam, shorten the turn around time of loose tool, further improve
Production efficiency；The tire fixture is suitble to batch production, standardized construction, takes up little area, fetal membrane utilization rate is high, turnover is fast, construction efficiency is high；
It solves the problems, such as that box beam top plate skeleton reinforcing steel bar installation qualification rate is relatively low, to construction quality is improved, guarantees that structure durability has very
Big benefit；Construction technology is simple, and worker installs reinforcing bar conveniently, does not need to set up and remove falsework repeatedly.
Detailed description of the invention
Fig. 1 is the structure transverse face figure of the utility model.
Fig. 2 is part A enlarged drawing in Fig. 1.
Fig. 3 is the structure top view of the utility model.
In figure: 1, beam column, 2, prefabricated case beam framework of steel reinforcement, 3, section steel beam, 4, supporting beam, 5, angle steel, 6, pillar II, 7, tire
Fixture basis, 8, distribution beam, 9, pillar I.
Specific embodiment
The utility model is illustrated with reference to the drawings and specific embodiments:
As shown in Figure 1, Figure 2, Figure 3 shows, the reinforcing bar tire fixture of a kind of precast segment box beam, the reinforcing bar tire fixture with to pre-
The pedestal shape kissing of box beam processed is matched；Section steel beam 3, the type are placed in the two side walls of the reinforcing bar tire fixture along longitudinal direction
One end of girder steel is welded along web trend and tire fixture basis 7, and the other end is along wing plate trend to the wing plate steel to prefabricated case beam
The supporting beam 4 that muscle is supported；The upper surface of the section steel beam 4 is welded with the angle steel 5 as moulding bed, between the angle steel 5 is
Every the multiple of setting；Multiple V-shape notches to be clamped reinforcing bar are all had on each angle steel 5；It is propped up described in section steel beam
The lower end for supportting beam is welded to connect by pillar II 6 and tire fixture basis 7；Internal model moulding bed is arranged in the tire fixture, and described is interior
Film moulding bed has two distribution beams 8 being laterally arranged along tire fixture；The distance between two described distribution beams 8 are greater than to precast box
The length of beam reinforcement cages 2；The lower end of two distribution beams passes through pillar I 9 and the basic 7 cast-in-place fixations of tire fixture；Every institute
The upper surface for stating distribution beam 8 is welded with a stringer column 1, and the height of beam column 1 differs, and the common structure in upper surface of the more beam columns
At the arcwall face being supported to the roof steel bar to prefabricated case beam.
Preferred embodiment above is merely intended for describing the technical solutions of the present application, but not for limiting the present application, although by above-mentioned preferred
Embodiment is described in detail the utility model, however, those skilled in the art should understand that, can be in form
With various changes are made in details to it, without departing from the utility model limited range.
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820451814.0U CN208428458U (en) | 2018-04-02 | 2018-04-02 | A kind of reinforcing bar tire fixture of precast segment box beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820451814.0U CN208428458U (en) | 2018-04-02 | 2018-04-02 | A kind of reinforcing bar tire fixture of precast segment box beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208428458U true CN208428458U (en) | 2019-01-25 |
Family
ID=65106122
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820451814.0U Expired - Fee Related CN208428458U (en) | 2018-04-02 | 2018-04-02 | A kind of reinforcing bar tire fixture of precast segment box beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208428458U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110561613A (en) * | 2019-10-08 | 2019-12-13 | 南昌大学 | Segment prefabricated variable cross-section concrete box girder steel bar binding jig frame |
-
2018
- 2018-04-02 CN CN201820451814.0U patent/CN208428458U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110561613A (en) * | 2019-10-08 | 2019-12-13 | 南昌大学 | Segment prefabricated variable cross-section concrete box girder steel bar binding jig frame |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190125 |