CN209603332U - Concrete mixing station feed bin net formula fills soft partition wall - Google Patents
Concrete mixing station feed bin net formula fills soft partition wall Download PDFInfo
- Publication number
- CN209603332U CN209603332U CN201822073344.1U CN201822073344U CN209603332U CN 209603332 U CN209603332 U CN 209603332U CN 201822073344 U CN201822073344 U CN 201822073344U CN 209603332 U CN209603332 U CN 209603332U
- Authority
- CN
- China
- Prior art keywords
- partition wall
- steel
- band
- sides
- basis
- 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
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model discloses a kind of concrete mixing station feed bin net formulas to fill soft partition wall, including partition wall basis (3), and the partition wall basis uses C25 reinforced concrete, and its underpart is 35 × 60cm having a size of 50 × 50cm, upper dimension；The pre-buried I-steel in partition wall basis top is as partition wall column (4), and I-steel overall length 3m, wherein 60cm embedment partition wall basis, 240cm are exposed, every pre-buried one of I-steel of spacing 300cm；I-steel is located at partition wall basis two sides and is respectively welded 1cm × 1cm steel wire (5), and every spacing 50cm is transversely provided with a pair of of 5cm wide band steel band (6) from top to bottom outside the steel wire of two sides, is fixed by the pull rod (7) of diameter 12mm to drawing between each pair of band steel band；Rubble is filled between the steel wire of two sides.Net formula described in the utility model, which fills soft partition wall, has the characteristics that cyclic utilization rate height, environmental protection, saving, anti-extrusion, easy-operating, the difficult problem of second ploughing dismounting after avoidable ending.
Description
Technical field
The utility model relates to the realm of building construction, specially a kind of concrete mixing station feed bin net formula fills soft partition wall.
Background technique
As the process of Chinese society doctrine economic construction is advanced, China railways, Highway Cause also constantly develop, in recent years
Come that bridge tunnel accounting is higher and higher, when project construction it is required concrete share it is increasing.For the ease of the control of concrete quality, item
Mesh first stage of construction is intended to construction concrete mixing station, and feed bin partition wall uses concreting in tradition construction, using armored concrete
Not only construction cost is high for partition wall, removes trouble, but also is unfavorable for environmental protection.
Therefore, a novel process is found to replace traditional handicraft especially urgent, in conjunction with precious level ground project concrete mixing station feed bin
Construction, has made a kind of soft partition wall of filled type feed bin.
Summary of the invention
The utility model aim is for using in the construction of concreting, and repeated construction concrete partition is asked
Topic provides a kind of concrete mixing station feed bin net formula filling soft partition wall, reduces construction cost.
The utility model adopts the following technical scheme that realization:
A kind of soft partition wall of concrete mixing station feed bin net formula filling, including partition wall basis, the partition wall basis use C25 reinforcing bar
Concrete, its underpart are 35 × 60cm having a size of 50 × 50cm, upper dimension；
The pre-buried I-steel in partition wall basis top is as partition wall column, and the I-steel overall length 3m, wherein 60cm is embedded to
Partition wall basis, 240cm are exposed, every pre-buried one of I-steel of spacing 300cm；
I-steel is located at partition wall basis two sides and is respectively welded 1cm × 1cm steel wire, and two sides steel wire is every from top to bottom outside
Spacing 50cm is transversely provided with a pair of of 5cm wide band steel band, is fixed by the pull rod of diameter 12mm to drawing between each pair of band steel band；
Rubble is filled between the steel wire of two sides.
When implementation, first constructing concrete basis, later on the basis of setting steel wire and reinforce after form hollow soft wall,
Solid soft wall is constituted after filling rubble.After building, which can also be recycled, and medium stone can be used as concrete
Tough aggregate and reuse.
The utility model compared with traditional armored concrete partition wall, net formula fill soft partition wall have cyclic utilization rate it is high,
Environmental protection, saving, anti-extrusion, easy-operating feature, difficult problem is removed in second ploughing after can avoid ending, has good practical application
And promotional value.
Detailed description of the invention
Fig. 1 a indicates partition wall basic schematic, designated size in figure, unit cm.
Fig. 1 b indicates the pre-buried partition wall column schematic diagram in partition wall basis, designated size in figure, unit cm.
Fig. 2 indicates partition wall front schematic view.
In figure: 1- feed bin hardened ground, 2- partition wall reinforcing bar, 3- partition wall basis, 4- partition wall column, 5- steel wire, 6- band steel
Band, 7- pull rod.
Specific embodiment
Specific embodiment of the utility model is described in detail with reference to the accompanying drawing.
A kind of soft partition wall of concrete mixing station feed bin net formula filling, including partition wall basis 3, partition wall basis 3 use C25 reinforced concrete,
Its underpart is (wide × high) 35 × 60cm having a size of (wide × high) 50 × 50cm, upper dimension.
The partition wall basis pre-buried I-steel in 3 tops is as partition wall column 4, and I-steel overall length 3m, wherein 60cm is embedded to partition wall base
Plinth, 240cm are exposed, every pre-buried one of I-steel of spacing 300cm.
I-steel is located at partition wall basis two sides and is respectively welded 1cm × 1cm steel wire 5, outside two sides steel wire 5 from top to bottom
Every spacing 50cm is transversely provided with a pair of of 5cm wide band steel band 6, and each pair of band steel band (is drawn admittedly between 6 by 7 Duis of pull rod of diameter 12mm
It is fixed.
Rubble is filled between two sides steel wire 5.
Specific example is as follows:
Precious level ground project concrete agitation station collecting bin partition wall changes conventional concrete partition wall, but it is soft to use the filling of net formula
Partition wall.Through practice test, compared to traditional armored concrete partition wall, net formula fill soft partition wall have high cyclic utilization rate, environmental protection,
Saving, anti-extrusion, easy-operating feature, difficult problem is removed in second ploughing after can avoid ending, which obtains in case history
Promotion and application.
The device is introduced in terms of manufacture craft below.
1, the composition of device
Precious level ground project net formula fills soft partition wall and is divided into three parts composition, is described below:
(1) partition wall basis, (2) partition wall main body, (3) filler.
2, specific configuration
2.1, partition wall basis
Feed bin net formula fill soft partition wall basis use C25 reinforced concrete lower dimension for 50 × 50cm, upper dimension be 35 ×
60cm, length determines as needed, as shown in Figure 1a.
Partition wall pours preceding pre-buried I25 I-steel, and I-steel overall length 3m, wherein 60cm embedment partition wall basis, 240cm are exposed,
Together, structure is as shown in Fig. 1 b by spacing 300cm.
2.2, partition wall
After the completion of partition wall foundation construction, welded using 1cm × 1cm steel wire and I-steel, it is flat with 50cm spacing 5cm wide afterwards
Steel band is reinforced, and is bored Φ 14mm circular hole every 50cm on band iron and is then used Φ 12mm pull rod to drawing, as shown in Figure 2.
2.3, filler
Partition wall steel wire is installed rear plug and fills out 3cm rubble, that is, completes.
2.4, it is hung with direction board on the steel wire of partition wall two sides, is used to indicate the various information of material in feed bin and pays attention to thing
.
The above-mentioned technique for filling soft partition wall to mixing station feed bin net formula is summarized, by precious level ground project construction experience,
Net formula, which fills soft partition wall, has the characteristics that cyclic utilization rate height, environmental protection, saving, anti-extrusion, easy-operating, second ploughing after avoidable ending
Remove difficult problem.
It should be pointed out that for the those skilled in the art of the art, before not departing from the utility model principle
It puts, several improvement and application can also be made, these are improved and application is also considered as the protection scope of the utility model.
Claims (2)
1. a kind of concrete mixing station feed bin net formula fills soft partition wall, it is characterised in that:, the partition wall basis basic (3) including partition wall
(3) C25 reinforced concrete is used, its underpart is 35 × 60cm having a size of 50 × 50cm, upper dimension；
The basic pre-buried I-steel in (3) top of the partition wall is as partition wall column (4), and the I-steel overall length 3m, wherein 60cm is buried
Enter partition wall basis, 240cm it is exposed, every pre-buried one of I-steel of spacing 300cm；
I-steel is located at partition wall basis two sides and is respectively welded 1cm × 1cm steel wire (5), and two sides steel wire (5) is outside from top to bottom
Every spacing 50cm is transversely provided with a pair of of 5cm wide band steel band (6), and the pull rod (7) for passing through diameter 12mm between each pair of band steel band (6) is right
It draws and fixes；
Two sides steel wire fills rubble between (5).
2. concrete mixing station feed bin net formula according to claim 1 fills soft partition wall, it is characterised in that: the two sides steel wire
(5) direction board is hung on.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822073344.1U CN209603332U (en) | 2018-12-11 | 2018-12-11 | Concrete mixing station feed bin net formula fills soft partition wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822073344.1U CN209603332U (en) | 2018-12-11 | 2018-12-11 | Concrete mixing station feed bin net formula fills soft partition wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209603332U true CN209603332U (en) | 2019-11-08 |
Family
ID=68395685
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822073344.1U Expired - Fee Related CN209603332U (en) | 2018-12-11 | 2018-12-11 | Concrete mixing station feed bin net formula fills soft partition wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209603332U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111561156A (en) * | 2020-05-15 | 2020-08-21 | 中铁建大桥工程局集团第四工程有限公司 | Operation method for quickly assembling material separating wall of mixing station |
-
2018
- 2018-12-11 CN CN201822073344.1U patent/CN209603332U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111561156A (en) * | 2020-05-15 | 2020-08-21 | 中铁建大桥工程局集团第四工程有限公司 | Operation method for quickly assembling material separating wall of mixing station |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106013800B (en) | Constructional Col-umn Construction method based on 3D printing filled wall | |
| CN103410156B (en) | Support space enclosing structure and application process thereof before a kind of recyclable vertical type steel pipe | |
| CN103696784B (en) | Large-diameter long pipe curtain construction method for shallowly-buried large-span under-tunnel-passing architectural structure | |
| CN202899165U (en) | T-shaped wallboard type retaining wall structure of highway subgrade | |
| CN206956742U (en) | High precipitous rock roadbed side slope repair system | |
| CN203891087U (en) | Gravity-type retaining wall reinforcement structure | |
| CN109750571A (en) | A kind of road landslide emergency and permanent supporting and retaining system integral structure and construction method | |
| CN209603332U (en) | Concrete mixing station feed bin net formula fills soft partition wall | |
| CN207987961U (en) | A kind of rockmass high slope anchor pole and earth-retaining wall composite construction | |
| CN203284795U (en) | Buttressed retaining wall with anchor board | |
| CN204551491U (en) | A kind of side slope protection greening structure | |
| CN204282399U (en) | A kind of subway space enclosing structure | |
| CN211773854U (en) | Soil retaining structure permeates water with soil nail | |
| CN104265298A (en) | Downward drift filling mining method | |
| CN202543757U (en) | Filling structure for blown sand road foundation | |
| CN204780975U (en) | A four return circuit terminal steel pipe poles are drawn and are dug compound basis of anchor log for medium voltage electric distribution circuit | |
| CN109681212B (en) | Excavation construction method of small-section loess tunnel | |
| CN103821559A (en) | Mould bag type rapidly-formed hermetic retaining wall | |
| CN103046670A (en) | Prefabricated recycled concrete shear wall with energy dissipation connector and fabrication method | |
| CN103410155B (en) | A kind of recyclable preposition assembling braced cuts structure and application process thereof | |
| CN203049607U (en) | Windproof reinforced concrete pole sleeve foundation | |
| CN107974876A (en) | Existing railway increases road construction dike multiline pile earth-retaining construction | |
| CN206337566U (en) | Foundation ditch vertical prestressing anchor pole supporting construction | |
| CN205444104U (en) | Building block of inspection well | |
| CN107905805A (en) | One kind ensures that underground power house machine hole dividing pier excavates molding strengthening supporting method and underground power house machine hole dividing pier structure |
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: 20191108 Termination date: 20211211 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |