CN206397167U - Heavy in section girder steel connecting plate installation servicing unit - Google Patents

Heavy in section girder steel connecting plate installation servicing unit Download PDF

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Publication number
CN206397167U
CN206397167U CN201621396511.0U CN201621396511U CN206397167U CN 206397167 U CN206397167 U CN 206397167U CN 201621396511 U CN201621396511 U CN 201621396511U CN 206397167 U CN206397167 U CN 206397167U
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China
Prior art keywords
clamp
steel
connecting plate
angle steel
girder steel
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CN201621396511.0U
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Chinese (zh)
Inventor
冯发
赵永鹏
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MCC Tiangong Group Corp Ltd
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MCC Tiangong Group Corp Ltd
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Priority to CN201621396511.0U priority Critical patent/CN206397167U/en
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Abstract

The utility model discloses a kind of heavy in section girder steel connecting plate installation servicing unit, including upper U-clamp tool and lower U-clamp tool, the lower U-clamp tool includes the second angle steel and U-clamp, one side of second angle steel is placed on the bottom wing listrium of girder steel and withstands the web of girder steel, another outlying web from girder steel of second angle steel, the U-clamp is clipped on the bottom wing listrium, one end that U-clamp is located at bottom wing listrium top is fixedly connected with side of second angle steel away from steel beam web plate, the base of the connecting plate is placed in the space that the second angle steel and steel beam web plate are surrounded, it is located at the bolt being provided with the clamp of bottom wing listrium bottom for holding out against bottom wing listrium in U-clamp, bolt for holding out against connecting plate is installed on side of second angle steel away from steel beam web plate;It is structurally and functionally identical with lower U-clamp tool that the upper U-clamp has.The device can be such that connecting plate is lifted simultaneously with girder steel, and the installation cost of reduction improves security.

Description

Heavy in section girder steel connecting plate installation servicing unit
Technical field
The utility model is related to steel building field, more particularly to a kind of heavy in section girder steel connecting plate installation auxiliary Device.
Background technology
Steel building is the Main Trends of The Development of green building, as country greatly develops steel building, increasingly The steel building of " high, big " is appeared in people's life, inevitably occurs in that the installation of heavy in section girder steel connecting plate just Position problem.Due to heavy in section girder steel connecting plate weight, it is big the characteristics of, need individually it is lifted, therefore construction site is wanted Ask corresponding raising.In addition, need to be manually attached during connecting plate lifting, plate is in place, and the security of personnel cannot be ensured.It is existing In technology not used for it is quick, heavy in section girder steel connection plate device conveniently, safely is installed.
The content of the invention
The technical problems to be solved in the utility model is to provide a kind of simple in construction, easy for installation, quick heavy in section steel The erecting device of beam connecting plate.
The purpose of this utility model is achieved through the following technical solutions:
A kind of heavy in section girder steel connecting plate installation servicing unit, including upper U-clamp tool and lower U-clamp tool, the lower U-shaped Fixture includes the second angle steel and U-clamp, and a side of second angle steel is placed on the bottom wing listrium of girder steel and withstands girder steel Web, another outlying web from girder steel of the second angle steel, the U-clamp is clipped on the bottom wing listrium, and U-clamp is located at The one end on bottom wing listrium top is fixedly connected with side of second angle steel away from steel beam web plate, and the base of the connecting plate is placed on In the space that two angle steel and steel beam web plate are surrounded, prevent the base of connecting plate from producing abrasion to the paint on girder steel bottom wing listrium. It is located at the bolt being provided with the clamp of bottom wing listrium bottom for holding out against bottom wing listrium in U-clamp, in the second angle steel away from steel Bolt for holding out against connecting plate is installed on the side of web;The upper U-clamp tool includes the first angle steel and U-clamp, upper U-shaped Fixture is arranged on the top flange plate of girder steel, and it is structurally and functionally identical with lower U-clamp tool.
The U-clamp of the upper U-clamp tool and lower U-clamp tool should at least be arranged at intervals 2.
Due to being formed with gap between the top margin and top flange plate of connecting plate, abrasion, institute's above U-shaped will not be produced to paint First angle steel of fixture can be replaced by a steel plate, and the upper end of the connecting plate is held out against by the bolt on the steel plate.
Bolt on first angle steel, the second angle steel and U-clamp all should be at least provided with 2, to improve fastness and peace Quan Xing.
The utility model makes connecting plate be close to steel beam web plate by the U-clamp tool being attached on the upper and lower flange plate of girder steel Place, the bolt tightened on angle steel can fixed connecting plate.Steel beam lifting in place after, outward winding the bolt on angle steel, release connecting plate, The installation of adjacent girder steel can be carried out.Using servicing unit of the present utility model, connecting plate can be made once to be hung with girder steel Dress, solve carry out that independent hanging belt comes in conventional mounting arrangements it is costly, personnel safety is not enough, site requirements is high etc. asks Topic.
Brief description of the drawings
Fig. 1 is the structural representation that plate is fixedly mounted before being lifted with the new servicing unit of this reality;
Fig. 2 is the overlooking the structure diagram of the lower U-clamp tool in the utility model;
Fig. 3 is the mounting structure side view of the lower U-clamp tool in the utility model;
Fig. 4 is the mounting structure schematic diagram of one embodiment of the upper U-clamp tool in the utility model;
Fig. 5 is the position view of installing plate when docking girder steel using device of the present utility model.
In figure:
1、5:U-clamp 2,4,6:The top flange plate of 3. second angle steel of bolt 7.
8. the girder steel of 9. bottom wing listrium of connecting plate 10.
Embodiment
Heavy in section girder steel connecting plate installation of the present utility model is carried out in detail with the structure of servicing unit below in conjunction with the accompanying drawings Describe in detail bright.
Referring to Fig. 1-Fig. 4, heavy in section girder steel connecting plate installation of the present utility model servicing unit include upper U-clamp tool and Lower U-clamp tool.
Lower U-clamp tool includes the second angle steel 3 and U-clamp 1, and a side of the second angle steel 3 is placed on the lower flange of girder steel 10 On plate 9 and withstand the web of girder steel, another outlying web from girder steel of the second angle steel 3.U-clamp 1 is clipped in bottom wing listrium 9 On, one end that U-clamp 1 is located at the top of bottom wing listrium 9 is fixedly connected with the second side of the angle steel 3 away from steel beam web plate.Connecting plate 8 Base is placed in the space that the second angle steel 3 and steel beam web plate are surrounded, and prevents the base of connecting plate 8 on girder steel bottom wing listrium 9 Paint produce abrasion.It is located at the bolt being provided with the clamp of the bottom of bottom wing listrium 9 for holding out against bottom wing listrium in U-clamp 1 2, the bolt 4 for holding out against connecting plate is installed on the second side of the angle steel 3 away from steel beam web plate.
It is structurally and functionally identical with lower U-clamp tool that the upper U-clamp has, and upper U-clamp tool includes the first angle steel (in figure not Show) and U-clamp 5, upper U-clamp tool is on the top flange plate 7 of girder steel.
Referring to Fig. 4, due to being formed with gap between the top margin and top flange plate of connecting plate 8, abrasion will not be produced to paint, First angle steel of institute's above U-clamp tool can also be replaced by a steel plate, and the upper end of the connecting plate is by the steel plate Bolt 6 is held out against.
The U-clamp 1,5 of the upper U-clamp tool and lower U-clamp tool should at least be arranged at intervals 2;First angle steel, second Bolt 2,4,6 on angle steel and U-clamp all should be at least provided with 2, to improve fastness and security.
Referring to Fig. 5, the application method of heavy in section girder steel connecting plate installation servicing unit of the present utility model is as follows:
1. the lower U-clamp tool fixed on girder steel bottom wing listrium:The U in the case where girder steel 10 needs to install on the bottom wing listrium 9 of junction The position of clamp, the manually lower U-clamp tool of regulation, makes the second angle steel 3 be adjacent to girder steel 10, tightens the bolt 2 on lower U-clamp 1, will Lower U-clamp tool is fixed on bottom wing listrium 9;
2. place connecting plate:Connecting plate 8 to be installed is placed on angle steel 3, connecting plate 8 is close to the abdomen of girder steel 10 Plate, and adjust the right position of connecting plate 8, it is ensured that end of the connecting plate 8 without departing from girder steel 10;
3. fix the upper U-clamp tool of girder steel top flange plate:U-shaped is installed on the top flange plate 7 of the junction of girder steel 10 Fixture, and the bolt 6 on the bolt 4 and upper U-clamp tool on lower U-clamp tool is tightened, connecting plate 8 is fixed on to the web of girder steel 10 Place;
4. connecting plate is installed:After connecting plate 8 is lifted in place with girder steel 10, bolt 4 and bolt 6 are outwarded winding, is manually skidded off Connecting plate 8, you can carry out the abutting joint of girder steel 10.

Claims (4)

1. a kind of heavy in section girder steel connecting plate installation servicing unit, it is characterised in that:Including upper U-clamp tool and lower U-clamp tool,
The lower U-clamp tool includes the second angle steel and U-clamp, and a side of second angle steel is placed on the bottom wing listrium of girder steel The web of girder steel is gone up and withstands, another outlying web from girder steel of the second angle steel, the U-clamp is clipped in the bottom wing listrium On, one end that U-clamp is located at bottom wing listrium top is fixedly connected with side of second angle steel away from steel beam web plate, the connecting plate Base is placed in the space that the second angle steel and steel beam web plate are surrounded, and is located in U-clamp on the clamp of bottom wing listrium bottom and is installed There is the bolt for holding out against bottom wing listrium, the spiral shell for holding out against connecting plate is installed on side of second angle steel away from steel beam web plate Bolt;
The upper U-clamp tool includes the first angle steel and U-clamp, upper U-clamp tool on the top flange plate of girder steel, its structure with Effect is identical with lower U-clamp tool.
2. heavy in section girder steel connecting plate installation servicing unit according to claim 1, it is characterised in that:The upper U-shaped The U-clamp of fixture and lower U-clamp tool is at least arranged at intervals 2.
3. heavy in section girder steel connecting plate installation servicing unit according to claim 1, it is characterised in that:The upper U-shaped First angle steel of fixture is replaced by a steel plate, and the upper end of the connecting plate is held out against by the bolt on the steel plate.
4. the heavy in section girder steel connecting plate installation servicing unit according to any one of claim 1-3, it is characterised in that: Bolt on first angle steel, the second angle steel and U-clamp is at least provided with 2.
CN201621396511.0U 2016-12-19 2016-12-19 Heavy in section girder steel connecting plate installation servicing unit Active CN206397167U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621396511.0U CN206397167U (en) 2016-12-19 2016-12-19 Heavy in section girder steel connecting plate installation servicing unit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621396511.0U CN206397167U (en) 2016-12-19 2016-12-19 Heavy in section girder steel connecting plate installation servicing unit

Publications (1)

Publication Number Publication Date
CN206397167U true CN206397167U (en) 2017-08-11

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CN201621396511.0U Active CN206397167U (en) 2016-12-19 2016-12-19 Heavy in section girder steel connecting plate installation servicing unit

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108867997A (en) * 2018-06-29 2018-11-23 上海宝冶集团有限公司 The installation method of large H-shaped steel beam clamping plate
CN110965640A (en) * 2019-11-22 2020-04-07 上海二十冶建设有限公司 Steel beam mounting and lapping device and using method thereof
CN116876853A (en) * 2023-08-29 2023-10-13 上海宝冶集团有限公司 Beam hoisting method and auxiliary installation tool
CN117386007A (en) * 2023-09-28 2024-01-12 上海宝冶集团有限公司 Loose-leaf type installation node for rapid butt joint of steel beams or steel components

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108867997A (en) * 2018-06-29 2018-11-23 上海宝冶集团有限公司 The installation method of large H-shaped steel beam clamping plate
CN110965640A (en) * 2019-11-22 2020-04-07 上海二十冶建设有限公司 Steel beam mounting and lapping device and using method thereof
CN110965640B (en) * 2019-11-22 2021-05-25 上海二十冶建设有限公司 Steel beam mounting and lapping device and using method thereof
CN116876853A (en) * 2023-08-29 2023-10-13 上海宝冶集团有限公司 Beam hoisting method and auxiliary installation tool
CN117386007A (en) * 2023-09-28 2024-01-12 上海宝冶集团有限公司 Loose-leaf type installation node for rapid butt joint of steel beams or steel components

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