CN203160704U - Hopper for pouring concrete - Google Patents

Hopper for pouring concrete Download PDF

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Publication number
CN203160704U
CN203160704U CN 201320171066 CN201320171066U CN203160704U CN 203160704 U CN203160704 U CN 203160704U CN 201320171066 CN201320171066 CN 201320171066 CN 201320171066 U CN201320171066 U CN 201320171066U CN 203160704 U CN203160704 U CN 203160704U
Authority
CN
China
Prior art keywords
hopper
concrete
funnel
steel pipe
pouring
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 - Lifetime
Application number
CN 201320171066
Other languages
Chinese (zh)
Inventor
赵钰
焦小明
陈云云
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
GANSU 7TH CONSTRUCTION GROUP CO Ltd
Original Assignee
GANSU 7TH CONSTRUCTION GROUP CO Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by GANSU 7TH CONSTRUCTION GROUP CO Ltd filed Critical GANSU 7TH CONSTRUCTION GROUP CO Ltd
Priority to CN 201320171066 priority Critical patent/CN203160704U/en
Application granted granted Critical
Publication of CN203160704U publication Critical patent/CN203160704U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

The utility model relates to a hopper for pouring concrete, which comprises the hopper formed by welding four trapezoid steel plates, as well as a mesh reinforcement and a steel pipe, wherein the steel pipe is connected with the bottom of the hopper, the mesh reinforcement is arranged in the hopper, and a hoisting ring is arranged at the top of the hopper. The hopper for pouring concrete is simple in structure and low in cost, and can improve the self-compacting degree of concrete, so that the risk that the formed concrete is not compact due to vibration leakage is reduced greatly, and the problem that the thickness of layered pouring is difficult to control when the concrete pouring is performed by a traditional method is solved.

Description

A kind of concreting funnel
Technical field
The utility model relates to the reinforced concrete work technical field of construction, relates in particular to a kind of concreting funnel.
Background technology
Along with the raising of living standards of the people, people pursue bigger spatial impression, and post, wall height are more and more higher, and arrangement of reinforcement is more and more closeer.The drop height degree restriction of inclining of defined can not be satisfied actual construction needs far away in existing " the concrete structure engineering job specfication ".
The utility model content
Technical problem to be solved in the utility model provides a kind of concreting funnel simple in structure, with low cost.
For addressing the above problem, a kind of concreting funnel described in the utility model is characterized in that: it comprises funnel, reinforced mesh and the steel pipe that is welded by four blocks of trapezoidal steel plates; The bottom of described funnel and described steel pipe join, and are provided with described reinforced mesh in it, and its top is provided with suspension ring.
The diameter of described steel pipe is 100mm.
The mesh size of described reinforced mesh is 50 mm * 50 mm.
The utility model compared with prior art has the following advantages:
1, the utility model adopts the reinforced mesh control concrete aggregate particle diameter in the funnel, has solved excessive aggregate and has been stuck in and causes the excessive problem of void content between aggregate on the reinforcing bar.
2, the utility model funnel bottom can directly stretch in wall, the post, has solved the drop height that freely inclines and has spent big problem.
3, use the utility model can improve concrete self-compaction degree, greatly reduces because leakage is shaken to cause being shaped the uncompacted risk of concrete, the unmanageable problem of placement layer by layer thickness when having solved the conventional method concreting.
4, the utility model is simple in structure, with low cost, has been successfully applied to engineerings such as Gansu associated university teaching building, province's agriculture and animal husbandry Room complex building.
Description of drawings
Below in conjunction with accompanying drawing the specific embodiment of the present utility model is described in further detail.
Fig. 1 is generalized section of the present utility model.
Among the figure: 1-funnel, 2-reinforced mesh, 3-steel pipe, 4-suspension ring.
The specific embodiment
As shown in Figure 1, a kind of concreting funnel, it comprises funnel 1, reinforced mesh 2 and the steel pipe 3 that is welded by four blocks of trapezoidal steel plates.The bottom of funnel 1 and steel pipe 3 join, and are provided with reinforced mesh 2 in it, and its top is provided with suspension ring 4.
Wherein: the diameter of steel pipe 3 is 100mm.
The mesh size of reinforced mesh 2 is 50 mm * 50 mm.

Claims (3)

1. concreting funnel, it is characterized in that: it comprises funnel (1), reinforced mesh (2) and the steel pipe (3) that is welded by four blocks of trapezoidal steel plates; The bottom of described funnel (1) and described steel pipe (3) join, and are provided with described reinforced mesh (2) in it, and its top is provided with suspension ring (4).
2. a kind of concreting funnel as claimed in claim 1, it is characterized in that: the diameter of described steel pipe (3) is 100mm.
3. a kind of concreting funnel as claimed in claim 1, it is characterized in that: the mesh size of described reinforced mesh (2) is 50 mm * 50 mm.
CN 201320171066 2013-04-08 2013-04-08 Hopper for pouring concrete Expired - Lifetime CN203160704U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201320171066 CN203160704U (en) 2013-04-08 2013-04-08 Hopper for pouring concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201320171066 CN203160704U (en) 2013-04-08 2013-04-08 Hopper for pouring concrete

Publications (1)

Publication Number Publication Date
CN203160704U true CN203160704U (en) 2013-08-28

Family

ID=49021899

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201320171066 Expired - Lifetime CN203160704U (en) 2013-04-08 2013-04-08 Hopper for pouring concrete

Country Status (1)

Country Link
CN (1) CN203160704U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106499185A (en) * 2016-11-10 2017-03-15 广东省工业设备安装有限公司 A kind of high no vibrated concrete of throwing of steel pipe pours funnel
CN110185266A (en) * 2019-05-31 2019-08-30 五冶集团上海有限公司 A kind of beam column junction concrete placings method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106499185A (en) * 2016-11-10 2017-03-15 广东省工业设备安装有限公司 A kind of high no vibrated concrete of throwing of steel pipe pours funnel
CN110185266A (en) * 2019-05-31 2019-08-30 五冶集团上海有限公司 A kind of beam column junction concrete placings method

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GR01 Patent grant
CX01 Expiry of patent term
CX01 Expiry of patent term

Granted publication date: 20130828