CN201241426Y - Reinforcing steel bar mechanical anchoring device - Google Patents

Reinforcing steel bar mechanical anchoring device Download PDF

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Publication number
CN201241426Y
CN201241426Y CNU2008201484219U CN200820148421U CN201241426Y CN 201241426 Y CN201241426 Y CN 201241426Y CN U2008201484219 U CNU2008201484219 U CN U2008201484219U CN 200820148421 U CN200820148421 U CN 200820148421U CN 201241426 Y CN201241426 Y CN 201241426Y
Authority
CN
China
Prior art keywords
anchor device
reinforcing steel
steel bar
reinforcing
bar
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
Application number
CNU2008201484219U
Other languages
Chinese (zh)
Inventor
胡保刚
职晓云
段利民
江学成
丁保华
沈家学
雷霆
席云峰
李刚
汪红卫
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.)
Zhengzhou No1 Construction Engineering Co Ltd
Original Assignee
Zhengzhou No1 Construction Engineering 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 Zhengzhou No1 Construction Engineering Co Ltd filed Critical Zhengzhou No1 Construction Engineering Co Ltd
Priority to CNU2008201484219U priority Critical patent/CN201241426Y/en
Application granted granted Critical
Publication of CN201241426Y publication Critical patent/CN201241426Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a reinforcing steel bar mechanical anchor device, comprising reinforcing steel bars, and concrete blocks fixedly connected with the reinforcing steel bars; an anchor device is fixedly arranged at a pre-anchoring end of the reinforcing steel bars, the outer side or inner and outer sides of the anchor device are casted in the concrete; spiral bars or spiral grooves are rolled at the outer side of the anchor device by a rolling method. The reinforcing steel bar mechanical anchor device has simple and firm structure, the spiral grooves are rolled at the outer side of the anchor device by a rolling method, so as to lead the anchor device and the concrete to be reliably anchored; the anchor device is particularly suitable for anchoring of high strength reinforcing steel bars. The reinforcing steel bar mechanical anchor device is easy to be manufactured and implemented, the cost is saved, thus being beneficial to being popularized and implemented.

Description

The reinforcing steel bar machinery anchor device
One, technical field:
The utility model relates to the mechanical anchoring device in a kind of reinforced concrete structure, is specifically related to a kind of reinforcing steel bar machinery anchor device.
Two, background technology:
In order to guarantee the safety of reinforced concrete structure, reinforcing bar anchoring reliably is its necessary and sufficient condition, and the reliable anchorage length of reinforcing bar in concrete is by concrete strength and reinforced steel bar strength decision.By " The Concrete Structure Design regulation " GB 50010-2002 regulation, anchorage length of steel bar is generally got 30-40 times of bar diameter.
Along with the raising of reinforced steel bar strength can cause the growth of anchorage length, for example application of HRB500 grade reinforcing steel, the anchorage length of 25mm diameter reinforcing bar can reach 1250mm, and this will increase the risk of bonding failure, and causes the anchoring difficulty at beam, post node.
Three, utility model content:
The utility model is to overcome the deficiency that prior art exists, and designs and produce a kind of reinforcing steel bar machinery anchor device.
Technical scheme:
A kind of reinforcing steel bar machinery anchor device, comprise reinforcing bar, the concrete block of fixedlying connected with reinforcing bar is installed with an anchor device in the pre-anchored end of reinforcing bar, this anchor device outside or medial and lateral are cast in the concrete, and this anchor device outside has rolled out spiral bar or helicla flute by rolling depression method.
Described anchor device and affiliated reinforcing bar are by being threaded.
Described anchor device is cylindrical, perhaps is equilateral prismatic, perhaps is spherical.
Described anchor device is that No. 45 steel are made.
The beneficial effects of the utility model:
1, reinforcing steel bar machinery anchor device of the present utility model, it is simple in structure that firmly in order to make anchor device and concrete anchoring reliable, the anchor device external surface uses rolling depression method to roll out helicla flute, and this anchor device is particularly suitable for the anchoring of high strength cast iron.
2, reinforcing steel bar machinery anchor device of the present utility model is made easily and is implemented, and saves cost, is beneficial to very much promotion and implementation.
Four, description of drawings:
Fig. 1 is one of the utility model reinforcing steel bar machinery anchor device structural representation.
Five, specific embodiments:
Embodiment one: referring to Fig. 1, numbering 1 is a reinforcing bar among the figure, 2 is anchor device, and 3 is helicla flute, and 4 is screw thread, a kind of reinforcing steel bar machinery anchor device, comprise reinforcing bar 1, the concrete block of fixedlying connected with reinforcing bar is installed with an anchor device 2 in reinforcing bar 1 pre-anchored end, this anchor device outside is cast in the concrete, and these anchor device 2 outsides have rolled out helicla flute 3 by rolling depression method.
Described anchor device 2 is connected by screw thread 4 with affiliated steel 4 muscle.
Described anchor device is cylindrical, perhaps is equilateral prismatic, perhaps is spherical.
Described anchor device 2 is that No. 45 steel are made.

Claims (4)

1, a kind of reinforcing steel bar machinery anchor device, comprise reinforcing bar, the concrete block of fixedlying connected with reinforcing bar, it is characterized in that: be installed with an anchor device in the pre-anchored end of reinforcing bar, this anchor device outside or medial and lateral are cast in the concrete, and this anchor device outside has rolled out spiral bar or helicla flute by rolling depression method.
2, reinforcing steel bar machinery anchor device according to claim 1 is characterized in that: described anchor device and affiliated reinforcing bar are by being threaded.
3, reinforcing steel bar machinery anchor device according to claim 1 is characterized in that: described anchor device is cylindrical, perhaps is equilateral prismatic, perhaps is spherical.
4, according to claim 1 or the described reinforcing steel bar machinery anchor device of 3 arbitrary claims, it is characterized in that: described anchor device is that No. 45 steel are made.
CNU2008201484219U 2008-08-08 2008-08-08 Reinforcing steel bar mechanical anchoring device Expired - Fee Related CN201241426Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2008201484219U CN201241426Y (en) 2008-08-08 2008-08-08 Reinforcing steel bar mechanical anchoring device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2008201484219U CN201241426Y (en) 2008-08-08 2008-08-08 Reinforcing steel bar mechanical anchoring device

Publications (1)

Publication Number Publication Date
CN201241426Y true CN201241426Y (en) 2009-05-20

Family

ID=40714722

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2008201484219U Expired - Fee Related CN201241426Y (en) 2008-08-08 2008-08-08 Reinforcing steel bar mechanical anchoring device

Country Status (1)

Country Link
CN (1) CN201241426Y (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108086596A (en) * 2018-01-30 2018-05-29 沈阳建筑大学 Fusiformis anchor head and its application for the major diameter high tensile reinforcement of reinforced concrete beam column node
CN108331259A (en) * 2018-01-30 2018-07-27 沈阳建筑大学 The wedge-shaped intermediate plate anchor head of major diameter high tensile reinforcement for reinforced concrete beam column node and application

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108086596A (en) * 2018-01-30 2018-05-29 沈阳建筑大学 Fusiformis anchor head and its application for the major diameter high tensile reinforcement of reinforced concrete beam column node
CN108331259A (en) * 2018-01-30 2018-07-27 沈阳建筑大学 The wedge-shaped intermediate plate anchor head of major diameter high tensile reinforcement for reinforced concrete beam column node and application

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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: 20090520

Termination date: 20120808