CN204126261U - A kind of frame column tie - Google Patents

A kind of frame column tie Download PDF

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Publication number
CN204126261U
CN204126261U CN201420538132.5U CN201420538132U CN204126261U CN 204126261 U CN204126261 U CN 204126261U CN 201420538132 U CN201420538132 U CN 201420538132U CN 204126261 U CN204126261 U CN 204126261U
Authority
CN
China
Prior art keywords
steel
short square
square steel
rectangular steel
utility
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
CN201420538132.5U
Other languages
Chinese (zh)
Inventor
梁伟军
徐炎
袁金生
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.)
Jiangsu Nantong Sanjian Construction Group Co ltd
Original Assignee
Jiangsu Nantong No3 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 Jiangsu Nantong No3 Construction Group Co Ltd filed Critical Jiangsu Nantong No3 Construction Group Co Ltd
Priority to CN201420538132.5U priority Critical patent/CN204126261U/en
Application granted granted Critical
Publication of CN204126261U publication Critical patent/CN204126261U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

The utility model discloses a kind of frame column tie, comprise two placed in the middle curved in 90 °, be centrosymmetric arrange rectangular steel and two sleeve pipe clasps, each sleeve pipe clasp forms by two orthogonal short square steel are affixed up and down, two short square steel are sheathed on the end of a wherein rectangular steel respectively above, two short square steel are sheathed on the end of the rectangular steel of another root respectively below, and the slit between the short square steel of every root and rectangular steel is embedded with locating wedge.The utility model has the advantages that: tie of the present utility model is simple and reasonable, easy to assembly, size flexible adjustment, accurate positioning, significantly reduce the labour intensity of site operation personnel, accelerate engineering construction progress, applied widely.

Description

A kind of frame column tie
Technical field
The utility model relates to construction work auxiliary, is specifically related to a kind of frame column tie.
Background technology
At present, construction work basement three layers, five layers of podium are equipped with the rectangle frame trestle of length of side 800mm and about 500mm, and the bamboo splint adopting 12mm thick is as post template, existing tie is welded by angle steel mostly, but there is the shortcomings such as size is single, specification is fixing, be difficult to carry out size adjusting, applicability is not strong; Also have the tie using dimension adjustable, size adjustable column hoop disclosed in Chinese patent 200420077685.1, but this tie structure is comparatively scattered, regulates relatively not easily.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of simple and reasonable, the frame column tie that size is easy to adjust.
For solving the problems of the technologies described above, the technical solution adopted in the utility model is:
A kind of frame column tie, comprise two placed in the middle curved in 90 °, be centrosymmetric arrange rectangular steel and two sleeve pipe clasps, each sleeve pipe clasp forms by two orthogonal short square steel are affixed up and down, two short square steel are sheathed on the end of a wherein rectangular steel respectively above, two short square steel are sheathed on the end of the rectangular steel of another root respectively below, and the slit between the short square steel of every root and rectangular steel is embedded with locating wedge.
The thickness of described locating wedge root is more than the twice of this locating wedge tip maximum gauge.
Described locating wedge is that steel plate is made.
Compared with prior art, the utility model has the advantages that: tie of the present utility model is simple and reasonable, easy to assembly, size flexible adjustment, accurate positioning, significantly reduce the labour intensity of site operation personnel, accelerate engineering construction progress, applied widely.
Accompanying drawing explanation
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.
Fig. 1 is structural representation of the present utility model;
Fig. 2 is that the utility model A-A is to sectional structure schematic diagram;
Fig. 3 is the structural representation of locating wedge in the utility model.
Wherein, 1, rectangular steel, 2, sleeve pipe clasp, 21, short square steel, 3, locating wedge, 31, the tip of locating wedge, 32, the root of locating wedge.
Detailed description of the invention:
As shown in Figure 1 to Figure 3, a kind of frame column tie, comprise two placed in the middle curved in 90 °, be centrosymmetric the rectangular steel 1 and two sleeve pipe clasps 2 that arrange, each sleeve pipe clasp 2 forms by two orthogonal short square steel about 21 are affixed, two short square steel 21 are sheathed on the end of a wherein rectangular steel 1 respectively above, two short square steel 21 are sheathed on the end of the rectangular steel 1 of another root respectively below, slit between the short square steel of every root 21 and rectangular steel 1 is embedded with locating wedge 3, the thickness of locating wedge 3 root 32 is more than the twice of this locating wedge 3 tip 31 maximum gauge, and this locating wedge 3 is made for steel plate.
When above-mentioned tie makes, first that rectangular for long for 2m 30mm × 50mm × 3mm two steel 1 is placed in the middle curved in 90 ° with bending machine respectively, its radian inner circle radius is 50mm; Then get the short square steel 21 of two 40mm × 60mm × 3mm, its large face, direction in 90 ° is welded together and makees packaged tube clasp 2, do two altogether; Finally cut the locating wedge 3 of face length 95mm, wide 25mm with the steel plate that 15mm is thick, the thinnest part thickness of locating wedge 3 tip 31 is machined to thickness 3mm, and thickness is machined to 7mm, and locating wedge 3 root 32 is machined to uniform 15mm thickness.
During above-mentioned tie onsite application, first correction framework column template, the assembled rear shelf steel pipe of column template corrects post template, and has with overall steel pipe framed bent and be connected or fixed by frame column with skewed horizontal load reliably; Correct qualified after, by the 30mm × 50mm × 3mm square steel tie scope of application table shown in following, above-mentioned tie is installed;
The long hem width degree (mm) of column section 800 750 700 650 600 550 Less than 500
Tie spacing (mm) 250 300 350 400 500 550 600
Then each locating wedge 3 between urgent rectangular steel 1 and short square steel 21; Finally check verticality and the planeness of post template, adjust in time if any error.

Claims (3)

1. a frame column tie, it is characterized in that: comprise two placed in the middle curved in 90 °, be centrosymmetric arrange rectangular steel and two sleeve pipe clasps, each described sleeve pipe clasp forms by two orthogonal short square steel are affixed up and down, two described short square steel are sheathed on the end of a wherein rectangular steel respectively above, two described short square steel are sheathed on the end of the rectangular steel of another root respectively below, and the slit described in every root between short square steel and rectangular steel is embedded with locating wedge.
2. a kind of frame column tie according to claim 1, is characterized in that: the thickness of described locating wedge root is more than the twice of this locating wedge tip maximum gauge.
3. a kind of frame column tie according to claim 1, is characterized in that: described locating wedge is that steel plate is made.
CN201420538132.5U 2014-09-19 2014-09-19 A kind of frame column tie Expired - Lifetime CN204126261U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420538132.5U CN204126261U (en) 2014-09-19 2014-09-19 A kind of frame column tie

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420538132.5U CN204126261U (en) 2014-09-19 2014-09-19 A kind of frame column tie

Publications (1)

Publication Number Publication Date
CN204126261U true CN204126261U (en) 2015-01-28

Family

ID=52382628

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420538132.5U Expired - Lifetime CN204126261U (en) 2014-09-19 2014-09-19 A kind of frame column tie

Country Status (1)

Country Link
CN (1) CN204126261U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111502298A (en) * 2020-04-10 2020-08-07 中国一冶集团有限公司 Steel column hoisting welding rapid positioning device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111502298A (en) * 2020-04-10 2020-08-07 中国一冶集团有限公司 Steel column hoisting welding rapid positioning device

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CP01 Change in the name or title of a patent holder

Address after: No. 131, Haiman City, Jiangsu Province, Haimen City, Jiangsu

Patentee after: JIANGSU NANTONG SANJIAN CONSTRUCTION GROUP Co.,Ltd.

Address before: No. 131, Haiman City, Jiangsu Province, Haimen City, Jiangsu

Patentee before: NANTONG NO.3 CONSTRUCTION GROUP Co.,Ltd.

CP01 Change in the name or title of a patent holder
PP01 Preservation of patent right

Effective date of registration: 20221101

Granted publication date: 20150128

PP01 Preservation of patent right