CN205889492U - Prefabricated device of concrete support - Google Patents
Prefabricated device of concrete support Download PDFInfo
- Publication number
- CN205889492U CN205889492U CN201620872846.9U CN201620872846U CN205889492U CN 205889492 U CN205889492 U CN 205889492U CN 201620872846 U CN201620872846 U CN 201620872846U CN 205889492 U CN205889492 U CN 205889492U
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- casting area
- angle steel
- locating
- templates
- treating
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Abstract
The utility model provides a prefabricated device of concrete support, its structure is provided with a plurality ofly rather than the vertically division board between two templates that are parallel to each other, and the space separation of division board between with two templates is a plurality of casting area that treat, is provided with bearing structure respectively in adjacent two casting area's the outsides of treating of treating between the casting area and being located the tip, wear to be equipped with split bolt between two templates, split bolt runs through bearing structure, be provided with the locating rack in the top of treating casting area, the locating rack includes angle steel and the fixed a plurality of band irons that set up on the angle steel that the level set up, be provided with a plurality of locating pieces on the angle steel, the locating piece is located treats the casting area top, seted up a plurality of locating holes of buried bolt in advance on the locating piece, the last edge of angle steel is opened to the upper end of buried bolt locating hole in advance, and buried bolt passes in advance the buried bolt locating hole and stretches into and treat in the casting area in advance. The utility model discloses simple structure can improve efficiency of construction and construction quality greatly, and the facilitate promotion is used.
Description
Technical field
This utility model is related to a kind of belt feeder bearing fabricated device, the prefabricated dress of specifically a kind of concrete bearing
Put.
Background technology
In the stockyard of coastal area berth, Belt Conveying machine support adopts a large amount of structural shapes and equivalently-sized band pre-buried
The concrete bearing of bolt is fixed.Traditional method is to carry out belt feeder bearing concrete construction at the scene, and the method is deposited
In following problem: need disposably to put into a large amount of templates, bolt fixture and turnover tool, construction cost is high；Template and pre-
Burying bolt, to install fixing difficulty big, easily causes formwork erection dimensional discrepancy, formwork erection insecure, thus causing the matter such as swollen mould
Amount problem；Need to carry out secondary earth excavation and backfill, complete the internal backfill of track girder and just can enter after reaching some strength
Row next procedure is constructed, long in time limit, inefficiency.
Utility model content
The purpose of this utility model is exactly to provide a kind of concrete bearing fabricated device, to solve existing construction method construction
High cost, the problem that of poor quality and efficiency is low.
This utility model is achieved in that
A kind of concrete bearing fabricated device, is provided with some perpendicular dividing between two pieces of templates being parallel to each other
Dividing plate, described demarcation strip by the space between two pieces of templates be divided into some treat casting area, described wait to pour two neighboring
It is respectively arranged with supporting construction between region and positioned at the outside treating casting area of end；Wear between described two pieces of templates
There is split bolt, described split bolt runs through supporting construction；Treat to be provided with locating rack above casting area described, described fixed
Position frame includes horizontally disposed angle steel and some band irons being fixedly installed on described angle steel, the axis of described angle steel with wait to pour
The horizontal axis at region top is just right, described band iron vertical with described angle steel and be located at supporting construction top；In described angle steel
On be provided with some locating pieces, described locating piece be located at overlying regions to be poured；Described locating piece offer some pre-buried
Bolt positioning hole, the upper end of described pre-embedded bolt location hole opens to the upper edge of angle steel, and pre-embedded bolt passes through described pre-embedded bolt
Location hole extending into is treated in casting area.
Described supporting construction is cube frame.
It is respectively arranged with first baffle straight down at the two ends of described angle steel, described first baffle is arranged in positioned at end
The outside of the supporting construction in portion；It is respectively arranged with second baffle straight down, described second baffle at the two ends of described band iron
It is arranged in the outside of template.
According to Specific construction situation, in adjustable this utility model, treat size and the quantity of casting area.
When being constructed, first according to drawing and construction requirement, according to required supporting stand size, select the mould of Len req
Plate and demarcation strip surround some treat casting area, and using locating rack, pre-embedded bolt is fixed on and treats in casting area；Treating
Casting concrete fully vibrating in casting area, reaches after required intensity after concrete, removes bearing fabricated device, will
The concrete bearing of molding is taken out；Again bearing fabricated device is re-assemblied afterwards and fix, continue to pour next group concrete
Bearing.
This utility model structure is simple, and flexible and convenient operation can go out multiple concrete bearing by primary concreting, not only save
Template cost and labour cost, improve template utilization rate, also substantially increase efficiency of construction.Meanwhile, in this utility model,
The accurate positioning of concrete bearing pre-embedded bolt, it is to avoid dimensional discrepancy, improves construction quality, therefore of the present utility model
Seat fabricated device has excellent popularizing application prospect.
Brief description
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the profile of a-a in Fig. 1.
Fig. 3 is the structural representation of locating rack in Fig. 1.
In figure, 1, template, 2, demarcation strip, 3, treat casting area, 4, supporting construction, 5, split bolt, 6, angle steel, 7, flat
Ferrum, 8, locating piece, 9, pre-embedded bolt location hole, 10, pre-embedded bolt, 11, baffle plate.
Specific embodiment
As shown in Fig. 1 ~ 3, this utility model mainly includes two pieces of templates being parallel to each other 1 and therebetween some separations
Plate 2.Template 1, demarcation strip 2 can be bamboo slab rubber or other templates, and template 1 can be identical with the material of demarcation strip 2, also can be different, point
Dividing plate 2 perpendicular to template 1, and by the space between two pieces of templates 1 be separated into some treat casting area 3, treat that casting area 3 is vertical
Cube structure, its size determines according to the size of required bearing.The side of corresponding size is adopted around demarcation strip 2 and template 1
Wood supports, and prevents demarcation strip 2 from rocking, sliding.
Taking make three concrete bearing as a example, demarcation strip 2 is set to eight pieces simultaneously, by the space between two pieces of templates 1
It is divided into three and treat casting area 3.In the two neighboring outside treating casting area 3 treated between casting area 3 and be located at end
It is respectively arranged with supporting construction 4, supporting construction 4 is cube frame.It is equipped with four split bolts 5 between two pieces of templates 1,
Split bolt 5 runs through supporting construction 4, the common fixed form 1 with supporting construction 4, and ensures the distance between two pieces of templates 1, makes
Treat casting area 3 accurate size, shape consolidates.
After completing the setting up of bearing prefab-form, before pouring, pre-embedded bolt 10 need to be placed in and treat in casting area 3.
It is that pre-embedded bolt 10 is accurately positioned, treating to be provided with locating rack above casting area 3.As shown in figure 3, locating rack bag
Include the band iron 7 that an angle steel 6 and two root beads are connected on angle steel 6, wherein, angle steel 6 horizontal positioned, the axis of its horizontal plane with to be poured
The horizontal axis building region 3 top is just right；Band iron 7 is vertical with angle steel 6, positioned at the top of supporting construction 4.Additionally, in angle steel 6
Two ends are provided with baffle plate 11 straight down, and baffle plate 11 is fastened on the outside of the supporting construction 4 positioned at two ends；In band iron 7 two
End is also equipped with baffle plate 11 straight down, and baffle plate 11 is fastened on the outside of template 1；The setting of baffle plate 11 not only defines positioning
Frame and the relative position treating between casting area, also further function as the effect of hold-down support prefab-form.
Further, three pieces of locating pieces 8 are provided with angle steel 6, locating piece 8 is located at the top treating casting area 3, and with
Treat that casting area corresponds.Pre-embedded bolt location hole 9 is offered respectively on each locating piece 8, pre-embedded bolt location hole 9
Upper end opens to the upper edge of angle steel 6, and pre-embedded bolt 10 passes through pre-embedded bolt location hole 9 extending into treat in casting area 3.Pre-buried
Bolt positioning hole 9 and locating piece 8 common guarantee pre-embedded bolt 10 pass through pre-embedded bolt location hole 9 in a vertical manner, and pre-
Bury in bolt positioning hole 9 and do not rock, keep vertical state, thus avoiding the dimensional discrepancy occurring in casting process.
According to Specific construction situation, using split bolt, steel pipe frame or lumps of wood etc., the outside of template 1 can be fixed；
Treat in this utility model that the size of casting area and quantity adjust also dependent on practical situation.
Claims (3)
1. a kind of concrete bearing fabricated device it is characterised in that be provided between two pieces of templates being parallel to each other some with
Its vertical demarcation strip, described demarcation strip by the space between two pieces of templates be divided into some treat casting area, two neighboring
The described outside treating casting area treating between casting area and being located at end is respectively arranged with supporting construction；In described two pieces of moulds
It is equipped with split bolt, described split bolt runs through supporting construction between plate；Treat to be provided with above casting area calmly described
Position frame, described locating rack includes horizontally disposed angle steel and some band irons being fixedly installed on described angle steel, described angle steel
Axis is just right with the horizontal axis treating casting area top, and described band iron is vertical with described angle steel and is located at the upper of supporting construction
Side；Some locating pieces are provided with described angle steel, described locating piece is located at overlying regions to be poured；Described locating piece is opened
It is provided with some pre-embedded bolt location holes, the upper end of described pre-embedded bolt location hole opens to the upper edge of angle steel, and pre-embedded bolt passes through
Described pre-embedded bolt location hole extending into is treated in casting area.
2. concrete bearing fabricated device according to claim 1 is it is characterised in that described supporting construction is cube frame
Frame.
3. concrete bearing fabricated device according to claim 1 is it is characterised in that set respectively at the two ends of described angle steel
It is equipped with first baffle straight down, described first baffle is arranged in the outside of the supporting construction positioned at end；In described band iron
Two ends be respectively arranged with second baffle straight down, described second baffle is arranged in the outside of template.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620872846.9U CN205889492U (en) | 2016-08-12 | 2016-08-12 | Prefabricated device of concrete support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620872846.9U CN205889492U (en) | 2016-08-12 | 2016-08-12 | Prefabricated device of concrete support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205889492U true CN205889492U (en) | 2017-01-18 |
Family
ID=57780622
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620872846.9U Active CN205889492U (en) | 2016-08-12 | 2016-08-12 | Prefabricated device of concrete support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205889492U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107478524A (en) * | 2017-09-21 | 2017-12-15 | 武汉科技大学 | The experimental provision and its method that simulation oil storage tank responds under Blast Load effect |
| CN108312309A (en) * | 2018-04-04 | 2018-07-24 | 中铁建电气化局集团南方工程有限公司 | A kind of signal sleeper prefabricated mould and its assembling application method |
| CN111206779A (en) * | 2020-02-27 | 2020-05-29 | 中国水利水电第九工程局有限公司 | Separate casting device and method |
-
2016
- 2016-08-12 CN CN201620872846.9U patent/CN205889492U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107478524A (en) * | 2017-09-21 | 2017-12-15 | 武汉科技大学 | The experimental provision and its method that simulation oil storage tank responds under Blast Load effect |
| CN108312309A (en) * | 2018-04-04 | 2018-07-24 | 中铁建电气化局集团南方工程有限公司 | A kind of signal sleeper prefabricated mould and its assembling application method |
| CN111206779A (en) * | 2020-02-27 | 2020-05-29 | 中国水利水电第九工程局有限公司 | Separate casting device and method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |