CN106003391A - Rapid assembling movable type template system of straddle type monorail transit rail beam - Google Patents
Rapid assembling movable type template system of straddle type monorail transit rail beam Download PDFInfo
- Publication number
- CN106003391A CN106003391A CN201610517878.1A CN201610517878A CN106003391A CN 106003391 A CN106003391 A CN 106003391A CN 201610517878 A CN201610517878 A CN 201610517878A CN 106003391 A CN106003391 A CN 106003391A
- Authority
- CN
- China
- Prior art keywords
- sections
- rail beam
- chassis
- track
- straddle
- 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
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/24—Unitary mould structures with a plurality of moulding spaces, e.g. moulds divided into multiple moulding spaces by integratable partitions, mould part structures providing a number of moulding spaces in mutual co-operation
- B28B7/241—Detachable assemblies of mould parts providing only in mutual co-operation a number of complete moulding spaces
- B28B7/246—Detachable assemblies of mould parts providing only in mutual co-operation a number of complete moulding spaces for making oblong objects, e.g. girders
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0002—Auxiliary parts or elements of the mould
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0002—Auxiliary parts or elements of the mould
- B28B7/0014—Fastening means for mould parts, e.g. for attaching mould walls on mould tables; Mould clamps
Abstract
The invention provides a rapid assembling movable type template system of a straddle type monorail transit rail beam. The rail beam assembling template system is formed by longitudinally connecting n rail beam template system assembling segments with the length being L through connecting flanges; each rail beam template system assembling segment is divided into an upper frame segment (1) and a bottom frame segment (2) which are vertically connected together in a flange connection manner; and the template system is applied to machining and manufacturing of the straddle type monorail transit rail beam, detachable moving is achieved, transportation and rapid mounting are facilitated, the construction and mounting time of the rail beam template system can be shortened, the rail beam template system can conveniently advance along with the construction line, the number of rail beam templates needed by monorail line construction can be reduced, the occupied area of a template is reduced, the engineering construction cost is reduced, the engineering construction speed is improved, and the environment-friendly requirement is better met.
Description
Technical field
This patent relates to cross-saddle single-track traffic field, relates to a kind of straddle-seat type single traffic rail beam quick-assembling
Traveling shuttering system, is applied to the making of straddle-seat type single traffic rail beam.
Background technology
Cross-saddle single-track traffic because it is cheap, the feature of environmental protection is good, advanced technology, feature handsome in appearance, quilt
It is considered as a kind of Traffic Systems novel, that there is great potential.Cross-saddle single-track traffic circuit freight volume
Between subway and public transport, there is less radius of turn and stronger climbing capacity.
Straddle-seat type single traffic rail beam is the force structure carrying all loads, is again the track of train walking.
Therefore, required precision is very strict, and its alignment control is the key technology that track girder makes, and is also whole straddle seat
The core place of formula monorail transit line construction.
Traditional straddle-seat type single traffic rail beam template system floor space is very big, needs at the bottom of poured in place concrete
Plate and counter force wall can come into operation, and can not move along with building of circuit, need extra floor space,
Also the transport of finished product track girder it is unfavorable for.Therefore, build a cross-saddle single-track traffic circuit and generally require construction
Four to five set track beam form systems, need to additionally take over tract for use as beam making field, increase construction cost,
Waste land resource, the most uneconomical the most not environmentally；The most traditional straddle-seat type single traffic rail beam template system
The construction of system and beam making field need to expend certain engineering time, is unfavorable for reducing the completion time of project.
Summary of the invention
The purpose of this patent is to provide a kind of straddle-seat type single traffic rail beam quick-assembling traveling shuttering system,
It is applied to the processing and fabricating of straddle-seat type single traffic rail beam, when can shorten the construction installation of track beam form system
Between, and dismountable moving, it is simple to transport and Fast Installation, facilitate track beam form system to follow construction line row
Enter；So can reduce the track beam form tricks needed for monorail construction, reduce beam making field floor space,
Reduce engineering construction cost, accelerate engineering construction speed, the most advantageously in the requirement of environmental protection.
A kind of straddle-seat type single traffic rail beam quick-assembling traveling shuttering system, this track girder assembled formwork system
System includes: the track beam form system assembly sections of n a length of L, track beam form system assembly sections divides
For upper frame sections 1 and under(-)chassis sections 2, it is characterized in that: upper frame sections 1 and under(-)chassis joint
Section about 2 is docked, and forms a track girder assembled formwork sections；According to wanted prefabricated track beam length, choose
The track beam form system assembly sections of n a length of L, connects each track beam form system assembly sections
Together；Finally being coupled together by steel form 3, the straddle-seat type single traffic rail beam forming complete set is quick
Assembled traveling shuttering system；
A kind of straddle-seat type single traffic rail beam quick-assembling traveling shuttering system, described upper frame sections
1, including the steel form 3 being fixed on steel frame and jack 4, it is characterized in that upper frame sections 1 comprises
The vertical adpting flange 5-1 of its lower end, and upper frame longitudinally connected flange 6-1；
A kind of straddle-seat type single traffic rail beam quick-assembling traveling shuttering system, described under(-)chassis sections
2, including the trolley track being attached on steel frame and the chassis being fixed by locking device, its feature
It is the under(-)chassis sections 2 vertical adpting flange 5-2 that comprises its upper end, and the longitudinally connected flange of under(-)chassis
7-1；
A kind of straddle-seat type single traffic rail beam quick-assembling traveling shuttering system, described track beam form system
The sections number of the assembled sections of system is n, and a length of L of each sections is characterized in that track beam form system is spelled
Dress sections is connected by upper frame longitudinally connected flange 7-1 and adjacent upper frame longitudinally connected flange 7-2
Together；Under(-)chassis longitudinally connected flange 8-1 and adjacent under(-)chassis longitudinally connected flange 8-2 is connected to
Together；Number n=1～3 of track beam form system assembly sections, length L=8 of each sections～15m.
Accompanying drawing explanation
Fig. 1 track girder assembled formwork system upper frame sections schematic three dimensional views
Fig. 2 track girder assembled formwork system bottom frame sections schematic three dimensional views
Fig. 3 track girder assembled formwork system vertically assembled schematic three dimensional views
Fig. 4 track girder assembled formwork longitudinally connected schematic three dimensional views of system sections
In figure: 1 upper frame sections；2 under(-)chassis sections；3 steel forms；4 jack；5-1
Vertical adpting flange；The vertical adpting flange of 5-2；The longitudinally connected flange of 6-1 upper frame；6-2 top
The longitudinally connected flange of framework；The longitudinally connected flange of 7-1 under(-)chassis；The longitudinally connected flange of 7-2 under(-)chassis；
8 suspenders；9 rail；10 chassis；11 suspension ring.
Detailed description of the invention
The embodiment of this patent is described below by way of instantiation, and those skilled in the art can be by this specification
Content understands other advantages and effect of this patent easily.This patent can also be by the most different concrete realities
The mode of executing is carried out or applies, the every details in this specification can also based on different viewpoints and application,
Without departing from carrying out various modification or change under the spirit of this patent.
Embodiment city plans to build the cross-saddle single-track traffic circuit of 15km, and single Pin track girder largest span is 30m,
Straddle-seat type single traffic rail beam quick-assembling traveling shuttering system is used to produce track girder, to improve template
Utilization rate, reaches the purpose of cost-effective reduction of erection time.Length L=12m of each sections, uses 3 rails altogether
Road beam assembled formwork sections, adds up to overall length 36m.
Step one according to line feature select will the place of attachment rail beam assembled formwork system, complete compacting
Basis, the preparation such as casting concrete bed course；
Step 2 transports track girder assembled formwork sections and miscellaneous part to scene, lifts by crane under(-)chassis with crane
Sections 2 also places it at the design attitude of work place；Recurrence hangs on portion's frame sections 1 and saves with under(-)chassis
Section 2 passes through the vertical adpting flange 5-1 of upper frame sections 1 lower end and the vertical of under(-)chassis sections 2 upper end
Adpting flange 5-2 docks up and down, forms a track beam form system assembly sections；
Step 3, according to the length of track girder, is chosen 3 track girder assembled formwork sections, is passed through upper frame
Longitudinally connected flange 7-1 and adjacent upper frame longitudinally connected flange 7-2 links together；Under(-)chassis is indulged
Link together to adpting flange 8-1 and adjacent under(-)chassis longitudinally connected flange 8-2；
Steel form 3 splice plate and bolt are coupled together by step 4, open chassis locking device, form one
Overlap complete straddle-seat type single traffic rail beam quick-assembling traveling shuttering system, just can proceed by track
Manufacturing of beam.
Step 5 treats that this beam making field beam processed is complete, and track beam form system is disassembled into 3 a length of L=12m
Track beam form system assembly sections, and be further split as upper frame sections 1 and under(-)chassis sections
2.The next beam making field each sections transported by crane and trailer, can realize cross-saddle single-track traffic track
The portable function of beam quick-assembling traveling shuttering system.
In sum, this patent provides a kind of straddle-seat type single traffic rail beam quick-assembling traveling shuttering system
System, can shorten the construction set-up time of track beam form system, and dismountable moving, it is simple to transport and quickly peace
Dress, facilitates track beam form system to follow construction line and advances；Needed for so can reducing monorail construction
Track beam form tricks, reduce beam making field floor space, reduce engineering construction cost, accelerate engineering construction speed
Degree, the most advantageously in the requirement of environmental protection.The present invention has novelty, practicality, meets patent of invention and respectively wants
Ask, therefore propose patent application in accordance with the law.
Claims (4)
1. a straddle-seat type single traffic rail beam quick-assembling traveling shuttering system, this track girder assembled formwork system includes: the track beam form system assembly sections of n a length of L, track beam form system assembly sections is divided into upper frame sections (1) and under(-)chassis sections (2), it is characterized in that: upper frame sections (1) and under(-)chassis sections (2) dock up and down, form a track girder assembled formwork sections；According to wanted prefabricated track beam length, choose the track beam form system assembly sections of n a length of L, each track beam form system assembly sections is linked together；Finally steel form (3) is coupled together, form the straddle-seat type single traffic rail beam quick-assembling traveling shuttering system of complete set.
2. a straddle-seat type single traffic rail beam quick-assembling traveling shuttering system, described upper frame sections (1), including the steel form (3) being fixed on steel frame and jack (4), it is characterized in that the vertical adpting flange (5-1) that upper frame sections (1) comprises its lower end, and the longitudinally connected flange of upper frame (6-1).
3. a straddle-seat type single traffic rail beam quick-assembling traveling shuttering system, described under(-)chassis sections (2), including the trolley track being attached on steel frame and the chassis being fixed by locking device, it is characterized in that the vertical adpting flange (5-2) that under(-)chassis sections (2) comprises its upper end, and the longitudinally connected flange of under(-)chassis (7-1).
4. a straddle-seat type single traffic rail beam quick-assembling traveling shuttering system, the sections number of described track beam form system assembly sections is n, the a length of L of each sections, is characterized in that track beam form system assembly sections is linked together by the longitudinally connected flange of upper frame (7-1) and the longitudinally connected flange of adjacent upper frame (7-2)；The longitudinally connected flange of under(-)chassis (8-1) and the longitudinally connected flange of adjacent under(-)chassis (8-2) link together；Number n=1～3 of track beam form system assembly sections, length L=8 of each sections～15m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610517878.1A CN106003391A (en) | 2016-07-04 | 2016-07-04 | Rapid assembling movable type template system of straddle type monorail transit rail beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610517878.1A CN106003391A (en) | 2016-07-04 | 2016-07-04 | Rapid assembling movable type template system of straddle type monorail transit rail beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106003391A true CN106003391A (en) | 2016-10-12 |
Family
ID=57107847
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610517878.1A Pending CN106003391A (en) | 2016-07-04 | 2016-07-04 | Rapid assembling movable type template system of straddle type monorail transit rail beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106003391A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111300606A (en) * | 2020-04-08 | 2020-06-19 | 上海建工材料工程有限公司 | Prefabricated high-precision high-speed magnetic suspension track beam slab mold and prefabricating method thereof |
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| Publication number | Priority date | Publication date | Assignee | Title |
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