CN207295475U - The box girder formwork of track traffic - Google Patents

The box girder formwork of track traffic Download PDF

Info

Publication number
CN207295475U
CN207295475U CN201721088999.5U CN201721088999U CN207295475U CN 207295475 U CN207295475 U CN 207295475U CN 201721088999 U CN201721088999 U CN 201721088999U CN 207295475 U CN207295475 U CN 207295475U
Authority
CN
China
Prior art keywords
stent
track traffic
box girder
external mold
tablet
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
Application number
CN201721088999.5U
Other languages
Chinese (zh)
Inventor
裘水根
丁胜
王栋
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shanghai Mechanized Construction Group Co Ltd
Original Assignee
Shanghai Mechanized Construction Group Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Shanghai Mechanized Construction Group Co Ltd filed Critical Shanghai Mechanized Construction Group Co Ltd
Priority to CN201721088999.5U priority Critical patent/CN207295475U/en
Application granted granted Critical
Publication of CN207295475U publication Critical patent/CN207295475U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Bridges Or Land Bridges (AREA)

Abstract

The utility model discloses a kind of box girder formwork of track traffic, internal model including external mold and in external mold, the external mold includes the stent and tablet and bottom plate being symmetrical set, the tablet is arranged on above stent, the bottom plate is connected between two tablets, it is mutually permanently connected between the stent, the stent includes angle steel skeleton and the girder construction on angle steel skeleton, and the girder construction is staggered by longitudinal and cross beam to be formed.By the above-mentioned means, the box girder formwork of the utility model track traffic, can be easy to construction, it is convenient to pour, and improves construction efficiency, and construction effect is good.

Description

The box girder formwork of track traffic
Technical field
Field of track traffic is the utility model is related to, more particularly to a kind of box girder formwork of track traffic.
Background technology
At present, concrete box girder is widely used in bridge, railway, highway etc..Its construction method is also with rapid changepl. never-ending changes and improvements, to protect Surface Quality of Concrete is demonstrate,proved, most of bridge uses clear-water concrete, and the final effect of faced concrete surface quality depends on Design, processing, installation and the connection detail processing of Shimizu concrete template.Therefore, it is necessary to design one kind to disclosure satisfy that track The box girder formwork of traffic construction demand.
The content of the invention
The utility model can be easy to apply mainly solving the technical problems that provide a kind of box girder formwork of track traffic Work, it is convenient to pour, and improves construction efficiency, and construction effect is good.
In order to solve the above technical problems, the technical solution that the utility model uses is:A kind of track traffic is provided Box girder formwork, including external mold and the internal model in external mold, the external mold include the stent that is symmetrical set and tablet with And bottom plate, the tablet are arranged on above stent, the bottom plate is connected between two tablets, the company of interfixing between the stent Connect, the stent includes angle steel skeleton and the girder construction on angle steel skeleton, and the girder construction is handed over by longitudinal and cross beam Mistake sets and forms.
In one preferred embodiment of the utility model, it is obliquely installed between the angle steel skeleton and girder construction and is useful for propping up The steel pipe of support.
In one preferred embodiment of the utility model, the bottom plate includes bamboo slab rubber, and interval is equal on the downside of the bamboo slab rubber It is even to be equipped with the more lumps of wood.
In one preferred embodiment of the utility model, it is connected between the stent and tablet by multiple gib headed bolts Connect, be connected between the stent by reinforcing bar.
In one preferred embodiment of the utility model, nail of the internal model including lumps of wood frame and on the lumps of wood is thin Plank, and fixed jointly by steel pipe, lumps of wood support and pull rod.
In one preferred embodiment of the utility model, pass through bar connecting between the external mold and internal model.
The beneficial effects of the utility model are:The box girder formwork of the utility model track traffic, can be easy to construction, pour It is convenient, construction efficiency is improved, construction effect is good.
Brief description of the drawings
It is required in being described below to embodiment in order to illustrate more clearly of the technical scheme in the embodiment of the utility model Attached drawing to be used is briefly described, it should be apparent that, drawings in the following description are only some realities of the utility model Example is applied, for those of ordinary skill in the art, without creative efforts, can also be according to these attached drawings Other attached drawings are obtained, wherein:
Fig. 1 is the structure diagram of one preferred embodiment of box girder formwork of the utility model track traffic;
Fig. 2 is the partial structural diagram of the box girder formwork of the track traffic shown in Fig. 1;
The mark of each component is as follows in attached drawing:1st, external mold, 2, internal model, 3, stent, 4, tablet, 5, bottom plate, 6, bolt, 7, steel Muscle, 31, angle steel skeleton, 32, girder construction, 33, longeron, 34, crossbeam, 35, steel pipe, 51, bamboo slab rubber, 52, the lumps of wood.
Embodiment
Below by the technical scheme in the utility model embodiment is clearly and completely described, it is clear that described Embodiment is only the part of the embodiment of the utility model, instead of all the embodiments.Based on the implementation in the utility model Example, all other embodiment that those of ordinary skill in the art are obtained without making creative work, belongs to The scope of the utility model protection.
Referring to Fig. 1, a kind of box girder formwork of track traffic, including external mold 1 and the internal model 2 in external mold 1, external mold 1 stent 3 and tablet 4 and bottom plate 5 including being symmetrical set, tablet 4 are arranged on the top of stent 3, and bottom plate 5 is connected to two and puts down Between plate 4, it is mutually permanently connected between stent 3, stent 3 includes angle steel skeleton 31 and the girder construction on angle steel skeleton 31 32, girder construction 32 is staggered and is formed by longeron 33 and crossbeam 34, and longitudinal and cross beam is the steel pipe of Φ 48*2.8mm.
In addition, being tiltedly installed with the steel pipe 35 being used to support between angle steel skeleton 31 and girder construction 32, steel pipe is Φ 48* The steel pipe of 2.8mm.
In addition, bottom plate 5 includes bamboo slab rubber 51, the downside of bamboo slab rubber 51 interval is uniformly provided with the more lumps of wood 52, the thickness of bamboo slab rubber Spend for 15mm.
In addition, being connected between stent 3 and tablet 4 by multiple 16 gib headed bolts 6 of Φ, pass through 7 phase of reinforcing bar between stent 3 Connection.
In addition, internal model 2 includes lumps of wood frame and the nail veneer on the lumps of wood, and by steel pipe, lumps of wood support and Pull rod is fixed jointly.
In addition, connected between external mold 1 and internal model 2 by reinforcing bar 7.
The prior art is different from, the box girder formwork of the utility model track traffic, can be easy to construction, it is convenient to pour, and carries High construction efficiency, construction effect are good.
The above description is only the embodiments of the present invention, and it does not limit the scope of the patent of the present invention, every The equivalent structure or equivalent flow shift made using the utility model description, is directly or indirectly used in other phases The technical field of pass, is equally included in the patent within the scope of the utility model.

Claims (6)

1. a kind of box girder formwork of track traffic, it is characterised in that the internal model including external mold and in external mold, the external mold Including the stent being symmetrical set and tablet and bottom plate, the tablet is arranged on above stent, and the bottom plate is connected to two Between tablet, it is mutually permanently connected between the stent, the stent includes angle steel skeleton and the beam on angle steel skeleton Structure, the girder construction is staggered by longitudinal and cross beam to be formed.
2. the box girder formwork of track traffic according to claim 1, it is characterised in that the angle steel skeleton and girder construction it Between be tiltedly installed with the steel pipe being used to support.
3. the box girder formwork of track traffic according to claim 1, it is characterised in that the bottom plate includes bamboo slab rubber, institute State interval on the downside of bamboo slab rubber and be uniformly provided with the more lumps of wood.
4. the box girder formwork of track traffic according to claim 1, it is characterised in that pass through between the stent and tablet Multiple gib headed bolts are connected, and are connected between the stent by reinforcing bar.
5. the box girder formwork of track traffic according to claim 1, it is characterised in that the internal model include lumps of wood frame with And the nail veneer on the lumps of wood, and fixed jointly by steel pipe, lumps of wood support and pull rod.
6. the box girder formwork of track traffic according to claim 1, it is characterised in that pass through between the external mold and internal model Bar connecting.
CN201721088999.5U 2017-08-29 2017-08-29 The box girder formwork of track traffic Expired - Fee Related CN207295475U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721088999.5U CN207295475U (en) 2017-08-29 2017-08-29 The box girder formwork of track traffic

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721088999.5U CN207295475U (en) 2017-08-29 2017-08-29 The box girder formwork of track traffic

Publications (1)

Publication Number Publication Date
CN207295475U true CN207295475U (en) 2018-05-01

Family

ID=62438878

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721088999.5U Expired - Fee Related CN207295475U (en) 2017-08-29 2017-08-29 The box girder formwork of track traffic

Country Status (1)

Country Link
CN (1) CN207295475U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108643054A (en) * 2018-06-26 2018-10-12 徐晓胜 A kind of combined steel template and installation and application for bridge construction

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108643054A (en) * 2018-06-26 2018-10-12 徐晓胜 A kind of combined steel template and installation and application for bridge construction

Similar Documents

Publication Publication Date Title
CN102926504A (en) Connecting steel construction member for steel and concrete overlapped beam combined part and construction method thereof
CN104790659B (en) The flexible hardened system of concrete column template and the construction method of concrete column
CN206581591U (en) A kind of inside wall formwork and roof plate template system
CN206000175U (en) Template and the flexible overlap joint component between casting concrete
CN209482709U (en) A kind of in-situ concrete wall subsiding crack typified form
CN207295475U (en) The box girder formwork of track traffic
CN108571166A (en) A kind of deformation joint formwork construction method
CN206625559U (en) A kind of holding clamp suitable for concrete column structure
CN206538910U (en) The curtain wall construction column template reinforcement system of horn mouth formula
CN201011127Y (en) Suspended steel wood combined template
CN219666973U (en) Prefabricated box girder template of assembled high-speed railway
CN204401377U (en) Adjustable ballastless track self-compacting concrete perfusion gang form
CN207812625U (en) Special-shaped gutter template integrated apparatus
CN103362301A (en) Adjustable all-steel door and window formwork
CN205976472U (en) Pour mould of building post -cast strip
CN205134291U (en) Large -scale steel form with adjustable
CN204875544U (en) T type roof beam pterygoid lamina reinforcing bar fetal membrane
CN205100550U (en) Detachable no steel bar truss lifts by crane isolated plant
CN207672432U (en) A kind of steel form of Cast-in-situ Beam circular arc chamfering position construction
CN204531402U (en) The flexible hardened system of concrete column template
CN201714082U (en) Deformation joint formwork structure with small beam spacing
CN208152557U (en) Large-span girder and floor steel pipe type quick-disassembly structure
CN206071047U (en) A kind of beam formwork for building
CN207538457U (en) A kind of balcony drop plate hangs modular system
CN208167441U (en) A kind of nonmetallic power transmission lever fixing apparatus

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: 20180501

Termination date: 20190829

CF01 Termination of patent right due to non-payment of annual fee