CN201507118U - Large-volume concrete hopper for construction of high-rise building or multi-storey basement - Google Patents
Large-volume concrete hopper for construction of high-rise building or multi-storey basement Download PDFInfo
- Publication number
- CN201507118U CN201507118U CN2009201875611U CN200920187561U CN201507118U CN 201507118 U CN201507118 U CN 201507118U CN 2009201875611 U CN2009201875611 U CN 2009201875611U CN 200920187561 U CN200920187561 U CN 200920187561U CN 201507118 U CN201507118 U CN 201507118U
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- China
- Prior art keywords
- hopper
- vertical support
- discharge port
- construction
- bin gate
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- Expired - Fee Related
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Abstract
The utility model relates to a large-volume concrete hopper for construction of a high-rise building or a multi-storey basement. The large-volume concrete hopper includes a hopper with 3 cubic meters; a cylinder-shaped barrel and a cone-shaped barrel are arranged at the upper part and the lower part of the hopper respectively; a discharge opening is formed at the bottom of the cone-shaped barrel of the hopper and shaped like a cylindrical tube, and a material gate is arranged at the discharge opening; a counterweight is arranged at one end of the material gate and a handle is arranged at the other end; four vertical support rods are uniformly distributed on the periphery of the hopper, the upper end of each vertical support rod is arranged at the upper port of the hopper and provided with a hoist ring; horizontal support rods are arranged at the middle part and the lower part of each of the adjacent vertical support rods; and the four vertical support rods and the horizontal support rods form a support frame. The hopper of the utility model has the advantages of large volume, convenient process, low cost, evident practical effect, and great construction efficiency enhancement and cost reduction; and the large-volume concrete hopper can be promoted to be used in the environments with no construction operation surfaces and dangerous operation, such as foundation engineering with great depth and dense steel bars.
Description
Technical field
The utility model relates to the construction machine field, and is specifically a kind of at complex environment and can't install under the situation such as material distributing machine, improves the architectural furniture that concrete is built efficient and quality.
Background technology
Along with the improving constantly of existing present architectural design level, the construction investment scale progressively enlarges and lifting that the building function of use is required, the design of the intelligent building of superelevation layer, multi-storey basement etc. is more and more tended in present architectural design.Though present architectural design level can reach these requirements of using, the structure design that building is complicated has been brought huge difficulty and danger to building operations.To close scape international finance square is example, and the vertical load-carrying members of this project adopt the hollow steel tubing string, concrete perfusion in the steel pipe column.Steel pipe column is up to two ~ three layers, and horizontal space is narrow and small, can't arrange the concrete material distributing machine, but when concrete is built the intermittent time long and the workmanship that causes obviously is the effect that can't reach design with common hopper.
Summary of the invention
Adverse consequences that produces when building in order to solve concrete and the construction efficiency that brings, the utility model provide a kind of highrise building or multi-storey basement construction prevention of mass concrete hopper of suitable complicated construction work.
Concrete structural design scheme is as follows:
Highrise building or multi-storey basement are constructed and are comprised the hopper of 3 cubes of volumes with the prevention of mass concrete hopper, and described hopper top is cylindrical drum, and the bottom is the circular cone tube; The circular cone tube bottom of hopper is provided with discharge port, and discharge port is a cylindrical tube, and the discharge port place is provided with bin gate, and described bin gate one end is provided with counterweight, and the other end is provided with handle; The periphery of hopper is laid with four vertical support bars, and the upper end of four vertical support bars lays respectively at the place suitable for reading of hopper, and hopper four vertical support bar places suitable for reading are provided with suspension ring respectively; The middle part and the bottom of described adjacent vertical support bar are respectively equipped with transverse support bar; Described four vertical support bars and transverse support bar form support frame.
Described bin gate is the circular arc that cooperates with discharge port, and the two ends of circular arc bin gate are connecting counterweight and handle respectively, and the both sides of circular arc bin gate are connecting fan-shaped junction plate respectively, and the circle centre position of the fan-shaped junction plate in both sides is flexibly connecting both sides, discharge port top respectively.
The cylindrical drum diameter on described hopper top is 1800-1860mm, highly is 900-950mm; The discharge port diameter is 560-600mm.
Described hopper place suitable for reading is provided with the stiffened edge muscle that turns up.
The weight of described counterweight is 2-2.5Kg.
Useful technique effect of the present utility model is: hopper capacity reaches 3.0 cubes, with tower crane and suspension ring fixed hoisting all around; Suitable large-scale superelevation layer structural steelwork reaches not to be possessed the construction operation face or operates breakneck environment, the pile foundation engineering big as the degree of depth, that reinforcing bar is intensive etc.; And manufacturing cost is low, and the construction efficiency height is saved artificial and duration.
Description of drawings
Fig. 1 is the utility model structural representation,
Fig. 2 is the vertical view of Fig. 1,
Fig. 3 is the B-B sectional view of Fig. 2,
Fig. 4 is the bin gate structural representation.
The specific embodiment
Below in conjunction with accompanying drawing, the utility model is further described by embodiment.
Referring to Fig. 1, Fig. 2 and Fig. 3, highrise building or multi-storey basement are constructed and are comprised the hopper 2 of 3 cubes of volumes with the prevention of mass concrete hopper, and hopper 2 tops are cylindrical drum, and the bottom is the circular cone tube; The circular cone tube bottom of hopper 2 is provided with discharge port, and discharge port is a cylindrical tube, and the cylindrical drum diameter on hopper 2 tops is 1800mm, highly is 920mm; The discharge port diameter is 560mm.Bin gate 6 is equipped with at the discharge port place, and bin gate 6 is the circular arc that cooperates with discharge port, and the two ends of circular arc bin gate 6 are connecting counterweight 8 and handle 7 respectively, and the weight of counterweight is 2.3Kg; The both sides of circular arc bin gate 6 are connecting fan-shaped junction plate respectively, and the circle centre position of the fan-shaped junction plate in both sides is flexibly connecting both sides, discharge port top respectively.
The uniform upper end that 3, four vertical support bars 3 of four vertical support bars are installed of the periphery of hopper 2 lays respectively at the place suitable for reading of hopper, and hopper four vertical support bar places suitable for reading are equipped with suspension ring 1 respectively; The middle part of adjacent vertical support bar 3 and bottom have been welded to connect transverse support bar 4 respectively; Four vertical support bars 3 and transverse support bar 4 form support frames.Hopper place suitable for reading is provided with the stiffened edge muscle 5 that turns up.
During use, the utility model is placed on concrete car discharging opening place, closes Dump gate 6, the concrete material is packed in the large volume hopper, when reaching perfusion and requiring; Utilize tower crane to be connected, and lift to concrete and build scope of operation place by the suspension ring 1 around wire rope and the hopper; When reaching scope of operation place, push the work of building that concrete was implemented and finished to bin gate 6 open by handle 7 by the workman; And one-time-concreting reaches three cubes, has reached the requirement of construction quality and work efficiency.
Claims (5)
1. the prevention of mass concrete hopper is used in the construction of highrise building or multi-storey basement, and it is characterized in that: comprise the hopper of 3 cubes of volumes, described hopper top is cylindrical drum, and the bottom is the circular cone tube; The circular cone tube bottom of hopper is provided with discharge port, and discharge port is a cylindrical tube, and the discharge port place is provided with bin gate, and described bin gate one end is provided with counterweight, and the other end is provided with handle; The periphery of hopper is laid with four vertical support bars, and the upper end of four vertical support bars lays respectively at the place suitable for reading of hopper, and hopper four vertical support bar places suitable for reading are provided with suspension ring respectively; The middle part and the bottom of described adjacent vertical support bar are respectively equipped with transverse support bar; Described four vertical support bars and transverse support bar form support frame.
2. highrise building according to claim 1 or multi-storey basement construction prevention of mass concrete hopper, it is characterized in that: the circular arc of described bin gate for cooperating with discharge port, the two ends of circular arc bin gate are connecting counterweight and handle respectively, the both sides of circular arc bin gate are connecting fan-shaped junction plate respectively, and the circle centre position of the fan-shaped junction plate in both sides is flexibly connecting both sides, discharge port top respectively.
3. the prevention of mass concrete hopper is used in highrise building according to claim 1 or multi-storey basement construction, and it is characterized in that: the cylindrical drum diameter on described hopper top is 1800-1860mm, highly is 900-950mm; The discharge port diameter is 560-600mm.
4. the prevention of mass concrete hopper is used in highrise building according to claim 1 or multi-storey basement construction, and it is characterized in that: described hopper place suitable for reading is provided with the stiffened edge muscle that turns up.
5. the prevention of mass concrete hopper is used in highrise building according to claim 1 and 2 or multi-storey basement construction, and it is characterized in that: the weight of described counterweight is 2-2.5Kg.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201875611U CN201507118U (en) | 2009-09-16 | 2009-09-16 | Large-volume concrete hopper for construction of high-rise building or multi-storey basement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201875611U CN201507118U (en) | 2009-09-16 | 2009-09-16 | Large-volume concrete hopper for construction of high-rise building or multi-storey basement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201507118U true CN201507118U (en) | 2010-06-16 |
Family
ID=42468247
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009201875611U Expired - Fee Related CN201507118U (en) | 2009-09-16 | 2009-09-16 | Large-volume concrete hopper for construction of high-rise building or multi-storey basement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201507118U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102704687A (en) * | 2012-06-05 | 2012-10-03 | 中国十七冶集团有限公司 | Concreting device for high-rise framed tubular column |
| CN106976735A (en) * | 2017-05-31 | 2017-07-25 | 郑州大学 | A kind of slurry discharger |
| CN107192793A (en) * | 2017-05-31 | 2017-09-22 | 郑州大学 | Distress in concrete grouting material concrete castability test method |
-
2009
- 2009-09-16 CN CN2009201875611U patent/CN201507118U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102704687A (en) * | 2012-06-05 | 2012-10-03 | 中国十七冶集团有限公司 | Concreting device for high-rise framed tubular column |
| CN102704687B (en) * | 2012-06-05 | 2014-08-06 | 中国十七冶集团有限公司 | Concreting device for high-rise framed tubular column |
| CN106976735A (en) * | 2017-05-31 | 2017-07-25 | 郑州大学 | A kind of slurry discharger |
| CN107192793A (en) * | 2017-05-31 | 2017-09-22 | 郑州大学 | Distress in concrete grouting material concrete castability test method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100616 Termination date: 20120916 |