CN206982971U - A kind of beam making bench - Google Patents
A kind of beam making bench Download PDFInfo
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- CN206982971U CN206982971U CN201720892276.4U CN201720892276U CN206982971U CN 206982971 U CN206982971 U CN 206982971U CN 201720892276 U CN201720892276 U CN 201720892276U CN 206982971 U CN206982971 U CN 206982971U
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Abstract
A kind of beam making bench of disclosure, including：The pedestal basis that armored concrete pours, the steel plate component being embedded in the pedestal basis, the I-steel being fixedly connected with the steel plate component；The I-steel upper surface is fixedly installed channel-section steel, and the channel-section steel upper surface is fixedly installed bed die steel plate.The beam making bench that the application provides can reduce the dismounting of later stage concrete works, reduce the waste in soil and the destruction to environment, shorten the T-shaped beam prefabricated cycle, accelerating construction progress, improve production efficiency.
Description
Technical field
The application is related to railway traffic technical field, more specifically, more particularly to a kind of beam making bench.
Background technology
With developing rapidly for railway traffic technology, in China's heavy haul railway, science of bridge building account for very big ratio.Its
In, prefabricated T-shaped beam piece is an important part in science of bridge building, and in China, the production of prefabricated T-shaped beam piece is needed by special
Beam making field centralized production complete, beam making bench is the important tooling device of beam making field, is served as in the production of prefabricated T-shaped beam piece
Indispensable part.
At present, part western countries and the country are mostly still using all steel reinforced concrete formula pedestal, and this pedestal is by end
Basis, end longeron, middle part basis and waist longeron composition.In construction, foundation excavation and processing are carried out first, in banded end
Basis and middle part reinforcement foundation, and longeron reinforcing bar, formwork erection construction casting concrete etc..Using this Liang Tai processed of the prior art
Seat carries out the making of T-shaped beam, can influence construction speed, and the T-shaped beam prefabricated cycle is grown, and production efficiency is very low.
A kind of beam making bench how is designed, accelerating construction progress can be advantageous to, shortens the T-shaped beam prefabricated cycle, improves T
The production efficiency of type beam, have become those skilled in the art's technical problem urgently to be resolved hurrily.
Utility model content
In order to solve the above technical problems, the application provides a kind of beam making bench, can be advantageous to shorten T-shaped beam prefabricated week
Phase, improve the production efficiency of T-shaped beam.
The technical scheme that the application provides is as follows：
A kind of beam making bench, including：The pedestal basis that armored concrete pours, is embedded in the pedestal basis
Steel plate component, the I-steel being fixedly connected with the steel plate component；The I-steel upper surface is fixedly installed channel-section steel, the groove
Steel upper surface is fixedly installed bed die steel plate.
Further, in a kind of preferable mode of the utility model, the beam making bench also includes Beam shifter, described
Beam shifter is used to move prefabricated T-shaped beam.
Further, in a kind of preferable mode of the utility model, the Beam shifter includes：Can be on the way of moving the beam
The mobility framework of slip, the mobility framework are welded by longeron component, transverse beam assembly, channel-section steel, transverse beam assembly both ends termination
The installation steel plate vertical with beam body length direction is welded with, slip wheel shaft is installed on the installation steel plate.
Further, the transverse beam assembly is provided with height regulation threaded rod, and the height regulation threaded rod bottom is set
There is the leveling metal mat for maintaining mobility framework to be in horizontality.
Further, the Beam shifter is specially two, is respectively arranged on beam making bench both sides termination to beam processed
Pedestal center position length is the position at 3.5 meters.
Further, in a kind of preferable mode of the utility model, the I-steel is provided with steam curing pipe hole,
Steam curing pipe is installed on the steam curing pipe hole.
Further, in a kind of preferable mode of the utility model, I-steel is along between length direction of prefabricated T-shaped beam etc.
Away from arranged for interval.
Further, the equidistant arranged for interval of length direction of the I-steel along prefabricated T-shaped beam, the spacing are preferably
0.8m。
Further, channel-section steel is vertical with I-steel length direction, and is equidistantly spaced along the length direction of prefabricated T-shaped beam
Arrangement.
Further, in a kind of preferable mode of the utility model, it is fixedly installed at the top of I-steel anti-for adjusting
The adjustment steel plate of the precision of arch.
Further, the adjustment steel plate of the precision for adjusting antiarch is fixedly installed at the top of I-steel specifically, work
The adjustment steel plate of the precision for adjusting antiarch is welded with the top of word steel.
Further, in a kind of preferable mode of the utility model, the both ends of I-steel and middle fixed setting are strengthened
Steel plate.
Further, the both ends and middle part strengthened steel plate and be soldered to I-steel.
A kind of beam making bench provided by the utility model, compared with prior art, it includes armored concrete and poured to form
Pedestal basis, pre-embedded steel slab component in pedestal basis, steel plate component is fixedly connected with I-steel, and the fixation of I-steel upper surface is set
Channel-section steel is equipped with, channel-section steel upper surface is fixedly installed bed die steel plate.The dismounting of later stage concrete works can be so reduced, reduces soil
The waste on ground and the destruction to environment, the T-shaped beam prefabricated cycle is shortened, accelerating construction progress, improves production efficiency.
Brief description of the drawings
, below will be to embodiment or existing in order to illustrate more clearly of the embodiment of the present application or technical scheme of the prior art
There is the required accompanying drawing used in technology description to be briefly described, it should be apparent that, drawings in the following description are only this
Some embodiments of application, for those of ordinary skill in the art, on the premise of not paying creative work, can be with
Other accompanying drawings are obtained according to these accompanying drawings.
Fig. 1 is the structural representation for the beam making bench that the utility model embodiment provides；
Fig. 2 is the side view for the beam making bench that the utility model embodiment provides.
Embodiment
In order that those skilled in the art more fully understands the technical scheme in the application, it is real below in conjunction with the application
Technical scheme in the embodiment of the present application is clearly and completely described the accompanying drawing applied in example, it is clear that described embodiment
The only part of the embodiment of the application, rather than whole embodiments.It is common based on the embodiment in the application, this area
The every other embodiment that technical staff is obtained under the premise of creative work is not made, belong to the model of the application protection
Enclose.
Please be as shown in figure 1, the embodiment of the present application provides a kind of beam making bench, including the pedestal that armored concrete pours
Basis 1, the steel plate component 2 being embedded in pedestal basis 1, the I-steel 3 being fixedly connected with steel plate component 2；The upper surface of I-steel 3
Channel-section steel 4 is fixedly installed, the upper surface of channel-section steel 4 is fixedly installed bed die steel plate 5.
At present, part western countries and the country are mostly still using all steel reinforced concrete mode pedestal, by end basis, end
Portion's longeron, middle part basis and waist longeron composition.In construction, carry out foundation excavation and processing first, on banded end basis and
Middle part reinforcement foundation, and longeron reinforcing bar, formwork erection construction casting concrete etc..This whole concrete structure type is in practice of construction
Need to carry out concreting, concrete form removal, concrete curing, manufacturing process is time-consuming, cycle length, and quantities is big.
A kind of steel construction convolution beam making bench that the utility model embodiment provides, including armored concrete are poured and formed
Pedestal basis 1, pre-embedded steel slab component 2 in pedestal basis 1, steel plate component 2 is fixedly connected with I-steel 3, the upper surface of I-steel 3
Channel-section steel 4 is fixedly installed, the upper surface of channel-section steel 4 is fixedly installed bed die steel plate 5.Tearing open for later stage concrete works can so be reduced
Remove, reduce the waste in soil and the destruction to environment, shorten the T-shaped beam prefabricated cycle, accelerating construction progress, improve production effect
Rate.
It is preliminary in advance first in concrete foundation pre-embedded steel slab component 2 after the basis optimization poured by armored concrete
T-shaped beam antiarch is arranged on pre-embedded steel slab, after the completion of adjustment, the bottom of I-steel 3 is welded on pre-embedded steel slab.Measure I-shaped
The antiarch value at the top of steel 3, then adjust the precision of antiarch by the way that adjustment steel plate is added and welded at top.I-steel 3 is grown
Spend length direction of the direction perpendicular to prefabricated T-shaped beam body, and I-steel 3 is multiple, and length direction along prefabricated T-shaped beam etc.
Spacing arranged for interval, arrangement spacing is preferably 0.8m.Channel-section steel 4 is welded above I-steel 3, multiple channel-section steels 4 hang down along beam length direction
Directly in the length direction arranged for interval of I-steel 3, the upper surface of channel-section steel 4, which is welded and fixed, sets bed die steel plate 5.
Start reinforced concrete foundation to pour, in concrete foundation along prefabricated T-shaped beam length direction pre-embedded steel slab component 2,
Fastener inserts remain parallel to each other around, and steel plate component 2 should control default camber accordingly pre-buried when, in base
I-steel 3 and pre-embedded steel slab are welded after the completion of plinth hardening.
It should be noted that " antiarch " that the application is related to refers to antiarch bridge after building up, due to lotuses such as automobile, pedestrians
The effect of load, a downward displacement can be produced, amount of deflection is also in this displacement, when this will cause the actual elevation of bridge floor with design
Elevation be not inconsistent.
The degree not being consistent for elevation when eliminating or reduce the actual elevation of bridge floor with designing is, it is necessary to set one in advance
Arch, that is, allow bridge to do high certain height upwards during construction, make the bridge elevation built up higher than design altitude one
On numerical value, such pedestrian and vehicle after bridge, bridge floor height can and design altitude are basically identical.
" camber " being related in the application refers to the slight convexity of T-shaped beam, arch or curvature, it can be understood as superstructure and
Each deformation values sum of support, the camber that should as set.Elasticity and inelastic deformation will be produced after support stand under load, on bridge
Portion's structure can produce amount of deflection under Gravitative Loads, and in order to ensure accuracy of gauge after bridge completion, in construction, support must be set
Put a number of camber.
Welding before, it is necessary to by design requirement position, the setting-out on steel plate component 2, it is desirable to be accurate to the position of each I-steel 3
Put, and draw tag line；
During welding, then progressively to be welded since the middle part of pre-embedded steel slab to both ends, first carry out spot welding, enter again
Row full weld.
After I-steel 3 is fully completed with pre-embedded steel slab welding, according to the top surface designed elevation of each I-steel 3, again to work
The top surface of word steel 3 is checked, to ensure that pedestal reserves the accuracy of antiarch value.
The length direction of I-steel 3 perpendicular to prefabricated T-shaped beam body length direction, I-steel 3 have it is multiple, and along prefabricated T
The length direction arranged for interval of type beam body, steel construction beam making bench are used as main support load force carrier using I-steel 3.
Hereinafter, illustrated by taking 32mT type beams as an example, each I-steel 3 is processed as 84cm length, high 32cm, and I-steel 3 is total to
Sum 42, in addition, in order to ensure that I-steel 3 supports the safe and reliable row of stress, add at the both ends of I-steel 3 and middle set
Strong steel plate 6 welds, and the face of reinforcement steel plate 6 is vertical with the length direction of I-steel 3, and each I-steel 3 is preferably provided with six pieces altogether
Strengthen steel plate 6.Strengthen steel plate 6 to be centrosymmetrically arranged with I-steel 3, increase the support force of I-steel 3, ensure steel construction pedestal not
Deformation.
Channel-section steel 4 is along the length direction arranged for interval of I-steel 3, after the review of the top surface absolute altitude of I-steel 3 is errorless, then channel-section steel 4 is welded
The top surface of I-steel 3 is connected to, as the top surface absolute altitude of I-steel 3 has error, can be adjusted by the way that adjustment steel plate is added and welded at top
The precision of antiarch.
Preferably, channel-section steel 4 need to exceed I-steel 30.08m, when welding channel-section steel 4, it should from one end to other end gradually by
Step welding, and snap the line aligns, and ensures that pedestal is linear, makes 4 times side wings of channel-section steel only close to the top surface of I-steel 3, and channel-section steel 4 welds on inspection
After wiring row and absolute altitude are errorless, bed die steel plate is welded on to the upper surface of channel-section steel 4, repetition measurement counterdie steel plate top again after the completion of welding
The absolute altitude in face.
Beam making bench is being optimized for the processing of roadbed terminal spine using pedestal basis, enhances subgrade strength.So that the system of T-shaped beam
The time made from constructing to coming into operation is short, it is contemplated that the about time can come into operation, in addition, the utility model embodiment
The beam making bench later stage of offer can also repeat to recycle, and largely save manpower and materials, reduce production originally.Subtract
Lack the dismounting link of later stage concrete works, reduce the waste in soil and the destruction to environment.Significantly reduce T-shaped beam
In the prefabricated cycle, accelerating construction progress, improve production efficiency.
In the utility model embodiment, beam making bench also includes Beam shifter, and Beam shifter is used to move prefabricated T-shaped beam.
In the utility model embodiment, Beam shifter includes：The mobility framework that can be slided on the way of moving the beam, mobility framework
It is welded by longeron component, transverse beam assembly, channel-section steel 4, transverse beam assembly both ends termination is welded with vertical with beam body length direction
Steel plate 8 is installed, installs to be provided with steel plate 8 and slides wheel shaft 81.
Steel construction beam making bench is combined with fixed traverse beam slideway, in beam making bench termination along 3.5 meters of beam body length direction
Position set mobility framework, ensure pedestal basis is mutually independent of each other with mobility framework, accelerate shifting beam the effect of.
The way of moving the beam is installed, the way of moving the beam is preferably to use 60kg/m rail, the steam curing pipeline table at mobility framework
Face pours about 10cm thickness concrete.
In the utility model embodiment, transverse beam assembly is provided with height regulation threaded rod 7, and height adjusts the bottom of threaded rod 7
Provided with for maintaining mobility framework to be in the leveling metal mat 71 of horizontality.
In the present embodiment, specifically, mobility framework by longeron channel-section steel 4 and the components welding of crossbeam channel-section steel 4 into framework knot
Structure, totally four pairs of girder construction components in length and breadth, at steel plate thick the front and rear sides 2cm perpendicular to beam body length direction and crossbeam firmware end
Head welding, weld seam is full, meets force request.Installation among steel plates 6 is installed at two pieces after the completion of welding and slides wheel shafts 81, by
Screwed hole, setting height(from bottom) regulation threaded rod 7 are made on nearly transverse beam assembly on about 1/3rd position.Height is adjusted into threaded rod 7
To when arriving certain altitude, height adjusts the bottom of threaded rod 7 and sets leveling metal mat 71 for lifting, carriage frame is in horizontal
State.In length and breadth beam assembly, be welded to connect using channel-section steel 4 at the top of the steel plate of both ends integral, lay steel bed die and in steel at the top of channel-section steel 4
Bed die lower bottom part welded limiting steel, prevents bed die displacement.It is T-shaped it is beam prefabricated during, pass through height adjust threaded rod 7 liter
Drop, end template is jacked up into certain design antiarch value height, and push rod is supported in into ground to make its stress.
It is T-shaped it is beam prefabricated after the completion of reach move beam condition when, first mobile bed die is pushed into away, beam transport vehicle will be moved and placed
In on rail, T-shaped beam is moved in depositing on beam pedestal by moving beam transport vehicle.
Specifically, Beam shifter is specially two, is respectively arranged on beam making bench both sides termination to beam making bench center position
Length is the position at 3.5 meters.
In the utility model embodiment, I-steel 3 is provided with steam curing pipe hole, is provided with steam curing pipe hole
Steam curing pipe 9.
In the utility model embodiment, after pedestal installation, each I-steel 3 is offset to the left along its length
60cm, the bottom of I-steel 3 up offset 60cm, and jewel hole reserves steam curing pipe hole.After the completion of steam curing pipe hole, installation
Steam curing pipe 9, steam curing pipe 9 are preferably the steel pipe using 50mm.
In the utility model embodiment, the equidistant arranged for interval of length direction of the I-steel 3 along prefabricated T-shaped beam.
Specifically, the equidistant arranged for interval of length direction of the I-steel 3 along prefabricated T-shaped beam, the spacing are preferably 0.8m.
More specifically, channel-section steel 4 is vertical with the length direction of I-steel 3, and equidistantly it is spaced along the length direction of prefabricated T-shaped beam
Arrangement.
In the utility model embodiment, the top of I-steel 3 is fixedly installed the adjustment steel plate of the precision for adjusting antiarch.
Specifically, steel plate 6 is strengthened in the both ends of I-steel 3 and middle fixed setting.
More specifically, strengthen both ends and middle part that steel plate 6 is soldered to I-steel 3.
The foregoing description of the disclosed embodiments, professional and technical personnel in the field are enable to realize or new using this practicality
Type.A variety of modifications to these embodiments will be apparent for those skilled in the art, determine herein
The General Principle of justice can be realized in other embodiments in the case where not departing from spirit or scope of the present utility model.Cause
This, the utility model is not intended to be limited to the embodiments shown herein, and is to fit to and principles disclosed herein
The most wide scope consistent with features of novelty.
Claims (10)
- A kind of 1. beam making bench, it is characterised in that including：The pedestal basis that armored concrete pours, is embedded in described Steel plate component in seat basis, the I-steel being fixedly connected with the steel plate component；The I-steel upper surface is fixedly installed Channel-section steel, the channel-section steel upper surface are fixedly installed bed die steel plate.
- 2. beam making bench according to claim 1, it is characterised in that the beam making bench also includes Beam shifter, described Beam shifter is used to move prefabricated T-shaped beam.
- 3. beam making bench according to claim 2, it is characterised in that the Beam shifter includes：Can be on the way of moving the beam The mobility framework of slip, the mobility framework are welded by longeron component, transverse beam assembly, channel-section steel, transverse beam assembly both ends termination The installation steel plate vertical with beam body length direction is welded with, slip wheel shaft is installed on the installation steel plate.
- 4. beam making bench according to claim 3, it is characterised in that the transverse beam assembly is provided with height regulation screw thread Bar, the height regulation threaded rod bottom are provided with the leveling metal mat for being used for maintaining mobility framework to be in horizontality.
- 5. beam making bench according to claim 4, it is characterised in that the Beam shifter is specially two, is respectively arranged on Beam making bench both sides termination to beam making bench center position length be 3.5 meters at position.
- 6. beam making bench according to claim 1, it is characterised in that the I-steel upper surface is provided with anti-for adjusting The adjustment steel plate of the precision of arch.
- 7. beam making bench according to claim 1, it is characterised in that the I-steel is provided with steam curing pipe hole, Steam curing pipe is installed on the steam curing pipe hole.
- 8. beam making bench according to claim 1, it is characterised in that length direction of the I-steel along prefabricated T-shaped beam Equidistant arranged for interval.
- 9. beam making bench according to claim 8, it is characterised in that the channel-section steel is vertical with I-steel length direction, and Along the equidistant arranged for interval of the length direction of prefabricated T-shaped beam.
- 10. beam making bench according to claim 1, it is characterised in that the both ends of the I-steel and middle fixed setting There is reinforcement steel plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720892276.4U CN206982971U (en) | 2017-07-21 | 2017-07-21 | A kind of beam making bench |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720892276.4U CN206982971U (en) | 2017-07-21 | 2017-07-21 | A kind of beam making bench |
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| Publication Number | Publication Date |
|---|---|
| CN206982971U true CN206982971U (en) | 2018-02-09 |
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ID=61415749
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720892276.4U Active CN206982971U (en) | 2017-07-21 | 2017-07-21 | A kind of beam making bench |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108407071A (en) * | 2018-03-30 | 2018-08-17 | 中铁十局集团第二工程有限公司 | Precast beam pedestal hole for hoist telescopic device |
-
2017
- 2017-07-21 CN CN201720892276.4U patent/CN206982971U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108407071A (en) * | 2018-03-30 | 2018-08-17 | 中铁十局集团第二工程有限公司 | Precast beam pedestal hole for hoist telescopic device |
| CN108407071B (en) * | 2018-03-30 | 2023-06-09 | 中铁十一局集团第二工程有限公司 | Precast beam pedestal lifting hole telescoping device |
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