CN202831410U - Steel bar-supported stirrup - Google Patents

Steel bar-supported stirrup Download PDF

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Publication number
CN202831410U
CN202831410U CN 201220542031 CN201220542031U CN202831410U CN 202831410 U CN202831410 U CN 202831410U CN 201220542031 CN201220542031 CN 201220542031 CN 201220542031 U CN201220542031 U CN 201220542031U CN 202831410 U CN202831410 U CN 202831410U
Authority
CN
China
Prior art keywords
stirrup
support seat
adjustable
adjustable threading
mantle fiber
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
CN 201220542031
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Chinese (zh)
Inventor
颜斌
邢振华
汪小东
刘金明
袁东辉
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.)
First Construction Co Ltd of China Construction Third Engineering Division
Original Assignee
First Construction Co Ltd of China Construction Third Engineering Division
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 First Construction Co Ltd of China Construction Third Engineering Division filed Critical First Construction Co Ltd of China Construction Third Engineering Division
Priority to CN 201220542031 priority Critical patent/CN202831410U/en
Application granted granted Critical
Publication of CN202831410U publication Critical patent/CN202831410U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses a steel bar-supported stirrup which comprises a support base. The steel bar-supported stirrup is characterized by further comprising an upper adjustable mantle fiber and a lower adjustable mantle fiber; the support base consists of an upper support base and two lower support bases; the upper support base is connected with the two lower support bases by the upper adjustable mantle fiber, and two ends of the lower support base are connected under the lower adjustable mantle fiber; and the upper adjustable mantle fiber and the lower adjustable mantle fiber are perpendicular to each other. According to the adjustable steel bar stirrup disclosed by the utility model, the thickness of a floor slab is controlled by the upper adjustable mantle fiber and the lower adjustable mantle fiber, a lower steel bar protecting layer can be effectively guaranteed by the lower adjustable mantle fiber, and the heights of an upper steel bar net slice and a lower steel bar net slice can be effectively guaranteed under the control of the upper adjustable mantle fiber, so that the thickness of the slab can be controlled, and the construction quality of steel bar in a site can be guaranteed. Furthermore, the steel bar-supported stirrup is applicable to the structural slabs with different thicknesses, and the steel bar-supported stirrup is relatively applicable to binding the two adjoining structural slabs with the different thicknesses.

Description

A kind of reinforced bar support stirrup
Technical field
The utility model relates to a kind of reinforced bar support stirrup.
Background technology
Raising along with China's economic construction fast development and construction technology, the steel bar concrete technology is widely used in the engineerings such as construction work and municipal administration, in recent years, the cast in place reinforced bar concrete technology develops more rapid in highrise building, and in in-situ reinforced concrete slab, the utilization of reinforced bar support stirrup is particularly extensive.The reinforcing bar stirrup is a kind of distribution bar of propping up the plate muscle, and its Main Function is to be supported between the epithelium and hypodermis reinforcing bar of plate, guarantees that upper and lower two skin rebar spacings meet code requirement.For the many weak points of traditional reinforcing bar stirrup, need a kind of reasonable in design, simple in structure, can use different slab thicknesses, can effectively control easily novel adjustable reinforcing bar stirrup of construction quality and assembling and disassembling.
The utility model content
Technical problem to be solved in the utility model provides a kind of reinforced bar support stirrup, can effectively guarantee the height of upper and lower reinforced mesh, thereby the thickness of control panel guarantees on-the-spot reinforcement construction quality.
Technical problem to be solved in the utility model is achieved through the following technical solutions:
A kind of reinforced bar support stirrup comprises supporting seat, it is characterized in that: also comprise adjustable threading and lower adjustable threading; Described supporting seat is comprised of a upper support seat and two lower support seats; Upper support seat is connected with the lower support seat by upper adjustable threading, and the below, two ends of lower support seat connects lower adjustable threading; Vertically arrange between upper support seat and the lower support seat.
Described upper support seat lower end is provided with the without screw thread reinforcing bar with upper adjustable threading socket.
Below, the two ends of described lower support seat be provided with is connected with lower adjustable threading the screw thread reinforcing bar arranged, be provided with above the central authorities of lower support seat be connected with upper adjustable threading the screw thread reinforcing bar arranged.
Described lower support seat and upper adjustable threading are by screwed connection, and described lower support seat and lower adjustable threading are by screwed connection.
Described lower adjustable threading height and thickness of protection tier adapt.
Described upper adjustable threading Height Adjustment and upper and lower reinforced mesh spacing adapt.
Described upper adjustable threading is circular mantle fiber, and lower adjustable threading is circular mantle fiber or nut.
Described upper support seat and lower support seat are circular means for supporting reinforcement steel bar.
Described upper adjustable threading and lower adjustable threading adopt the circular metal mantle fiber.
The utility model with respect to the beneficial effect of prior art is:
The adjustable reinforcing bar stirrup of the utility model is controlled slab thickness by upper adjustable threading, the control of lower adjustable threading; can effectively guarantee the lower rebar topping by lower adjustable threading control; can effectively guarantee the height of upper and lower reinforced mesh by upper adjustable threading control; thereby the thickness of control panel guarantees on-the-spot reinforcement construction quality.And the structural slab of applicable different-thickness, two boards thickness different structure slab muscle colligation construction is more applicable for closing on.
Description of drawings
Fig. 1 the utility model structural representation
Fig. 2 the utility model elevation
Fig. 3 the utility model lateral view
Among the figure, adjustable threading under 1-upper support seat, the upper adjustable threading of 2-, 3-lower support seat, the 4-
The specific embodiment
Shown in Fig. 1-2, a kind of reinforced bar support stirrup comprises supporting seat, it is characterized in that: also comprise adjustable threading 2 and lower adjustable threading 4; Described supporting seat is comprised of a upper support seat 1 and two lower support seats 3; Upper support seat 1 is connected with lower support seat 3 by upper adjustable threading 2, and the below, two ends of lower support seat 3 connects lower adjustable threading 4; Vertically arrange between upper support seat 1 and the lower support seat 3.
Described upper support seat 1 lower end is provided with the without screw thread reinforcing bar with upper adjustable threading 2 sockets.
Below, the two ends of described lower support seat 3 be provided with is connected with lower adjustable threading 4 the screw thread reinforcing bar arranged, be provided with above the central authorities of lower support seat 3 be connected with upper adjustable threading 2 the screw thread reinforcing bar arranged.
Described lower support seat 3 and upper adjustable threading 2 are by screwed connection, and described lower support seat 3 and lower adjustable threading 4 are by screwed connection.
Described lower adjustable threading 4 height adapt with thickness of protection tier.
Described upper adjustable threading 2 Height Adjustment and upper and lower reinforced mesh spacing adapt.
Described upper adjustable threading 2 is circular mantle fiber, and lower adjustable threading 4 is circular mantle fiber or nut.
Described upper support seat 1 and lower support seat 3 are circular means for supporting reinforcement steel bar.
Upper adjustable threading 2 arranges different size length with lower adjustable threading 4 according to the floor different-thickness, and common upper adjustable threading 2 is divided into 50mm, 80mm, 100mm, 120mm length specification, and lower adjustable threading 4 is divided into 10mm, 15mm, 20mm, 30mm length specification.Upper support support 1 adopts respectively according to slab thickness is different with lower support support 3 Or
Figure BSA00000792908800022
One grade reinforcing steel.Upper support frame 1 and lower support frame 3 coupling parts are according to upper adjustable screw thread 2, lower adjustable screw thread 4 change in length, and coupling part length also changes.
Install and use process as follows:
1. all absolute altitude thicknesss of slab are added up, as calculated after, factory carry out various suitable engineerings use upper support seats 1, on the production of adjustable threading 2, lower support seat 3, lower adjustable threading 4 related accessory;
2. the stirrup accessory that processes is transported to the scene, assembles upper adjustable threading 2, lower support bar lower support seat 3, lower adjustable threading 4 according to thickness of slab, and place the adjustable stirrup assembled adjusting the template top board;
3. lay bottom reinforcement bars and colligation, the complete rear placement finished product stirrup upper support seat 1 of colligation at the lower support seat 3 of installation;
4. lay top reinforcement and colligation at finished product stirrup upper support seat 1;
5. checked and accepted concreting.

Claims (9)

1. a reinforced bar support stirrup comprises supporting seat, it is characterized in that: also comprise adjustable threading and lower adjustable threading; Described supporting seat is comprised of a upper support seat and two lower support seats; Upper support seat is connected with the lower support seat by upper adjustable threading, and the below, two ends of lower support seat connects lower adjustable threading; Vertically arrange between upper support seat and the lower support seat.
2. reinforced bar support stirrup as claimed in claim 1 is characterized in that: described upper support seat lower end is provided with the without screw thread reinforcing bar with upper adjustable threading socket.
3. reinforced bar support stirrup as claimed in claim 1 is characterized in that: the below, two ends of described lower support seat be provided with is connected with lower adjustable threading the screw thread reinforcing bar arranged, be provided with above the central authorities of lower support seat be connected with upper adjustable threading the screw thread reinforcing bar arranged.
4. reinforced bar support stirrup as claimed in claim 3, it is characterized in that: described lower support seat and upper adjustable threading are by screwed connection, and described lower support seat and lower adjustable threading are by screwed connection.
5. reinforced bar support stirrup as claimed in claim 1, it is characterized in that: described lower adjustable threading height and thickness of protection tier adapt.
6. reinforced bar support stirrup as claimed in claim 1, it is characterized in that: described upper adjustable threading Height Adjustment and upper and lower reinforced mesh spacing adapt.
7. reinforced bar support stirrup as claimed in claim 1, it is characterized in that: described upper adjustable threading is circular mantle fiber, lower adjustable threading is circular mantle fiber or nut.
8. reinforced bar support stirrup as claimed in claim 1, it is characterized in that: described upper support seat and lower support seat are circular means for supporting reinforcement steel bar.
9. reinforced bar support stirrup as claimed in claim 7 is characterized in that: described upper adjustable threading and lower adjustable threading employing circular metal mantle fiber.
CN 201220542031 2012-10-17 2012-10-17 Steel bar-supported stirrup Expired - Fee Related CN202831410U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220542031 CN202831410U (en) 2012-10-17 2012-10-17 Steel bar-supported stirrup

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220542031 CN202831410U (en) 2012-10-17 2012-10-17 Steel bar-supported stirrup

Publications (1)

Publication Number Publication Date
CN202831410U true CN202831410U (en) 2013-03-27

Family

ID=47943154

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201220542031 Expired - Fee Related CN202831410U (en) 2012-10-17 2012-10-17 Steel bar-supported stirrup

Country Status (1)

Country Link
CN (1) CN202831410U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108104378A (en) * 2018-01-16 2018-06-01 中冶建工集团有限公司 Upper strata plate face Joint Re-bar Construction

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108104378A (en) * 2018-01-16 2018-06-01 中冶建工集团有限公司 Upper strata plate face Joint Re-bar Construction

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130327

Termination date: 20201017

CF01 Termination of patent right due to non-payment of annual fee