CN205777086U - Fire-proof and thermal-insulation girder steel - Google Patents

Fire-proof and thermal-insulation girder steel Download PDF

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Publication number
CN205777086U
CN205777086U CN201620550603.3U CN201620550603U CN205777086U CN 205777086 U CN205777086 U CN 205777086U CN 201620550603 U CN201620550603 U CN 201620550603U CN 205777086 U CN205777086 U CN 205777086U
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CN
China
Prior art keywords
flank
thermal insulation
insulation board
steam pressure
pressure sand
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
CN201620550603.3U
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Chinese (zh)
Inventor
张文彬
张军
张华�
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.)
Shandong Defeng Heavy Industry Co ltd
Original Assignee
Shandong Mengshan Mountain Gang Gou 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 Shandong Mengshan Mountain Gang Gou Engineering Co Ltd filed Critical Shandong Mengshan Mountain Gang Gou Engineering Co Ltd
Priority to CN201620550603.3U priority Critical patent/CN205777086U/en
Application granted granted Critical
Publication of CN205777086U publication Critical patent/CN205777086U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/24Structural elements or technologies for improving thermal insulation
    • Y02A30/244Structural elements or technologies for improving thermal insulation using natural or recycled building materials, e.g. straw, wool, clay or used tires

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Abstract

Fire-proof and thermal-insulation girder steel, including flank thermal insulation board, I-beam, flank steam pressure sand aerated concrete plate, tapping screw, river bottom protection thermal insulation board, contiguous block, river bottom protection steam pressure sand aerated concrete plate, steel nail;It is characterized in that two cross rail inner face end symmetric of I-beam are provided with the contiguous block of four outward appearance rectangular angle bar shapes, being respectively arranged with a flank thermal insulation board at two crossbeam side end faces of I-beam, flank thermal insulation board lateral surface is additionally provided with one layer of flank steam pressure sand aerated concrete plate the most concordant with flank thermal insulation board upper/lower terminal face;Being provided with a river bottom protection thermal insulation board in the plane that flank steam pressure sand aerated concrete plate lower surface, flank thermal insulation board lower surface, lower beam lower surface form, river bottom protection thermal insulation board lower surface is additionally provided with one layer of river bottom protection steam pressure sand aerated concrete plate;This utility model installs Double-layer flame-retardant heat-barrier material, fire-retardant, good heat-insulation effect additional, and can effectively promote girder steel in a fire exempts from damage probability.

Description

Fire-proof and thermal-insulation girder steel
Technical field
This utility model relates to fire-proof construction material technical field, more specifically a kind of fire-proof and thermal-insulation girder steel.
Background technology
Steel building is fast with its construction speed, structure light, energy-conserving and environment-protective, can be designed to the features such as labyrinth gradually Become a kind of Important building mode, especially use steel construction to become first-selection side as agent structure material in the construction of Factory Building Formula, but simultaneously because the nonfireproof factor of steel construction, make whole steel construction there is great potential safety hazard, its machine Tool performance, such as yield point, tension and elastic modelling quantity etc. all drastically can decline because of the rising of temperature, and steel construction is generally at 450 DEG C ~650 DEG C of temperature will lose bearing capacity, the biggest deformation occurs, cause steel column, girder steel to bend, result is because of excessive shape Become and can not be continuing with.In steel building, traditional fire prevention measure mainly sprays fireproof coating, fireproof coating service life Short, and mostly fireproof coating is for flammable substrates surface, can reduce by the combustibility of painting material surface, block the fast of fire Speed spreads, and improves a kind of sapecial coating being coated with material fire endurance, and it can not well play heat insulation effect, and to steel The fatal harm of structure is then the high temperature that fire produces, and therefore fireproof coating can not protect steel to tie when running into big fire well Structure.
Summary of the invention
For solving the problems referred to above, the deficiencies in the prior art, this utility model are overcome to provide a kind of fire-retardant, effect of heat insulation Good, can effectively promote the fire-proof and thermal-insulation girder steel exempting to damage probability in a fire.
For achieving the above object, the fire-proof and thermal-insulation girder steel that this utility model provides, including flank thermal insulation board, I-beam, side Wing steam pressure sand aerated concrete plate, tapping screw, river bottom protection thermal insulation board, contiguous block, river bottom protection steam pressure sand aerated concrete plate, steel nail; It is characterized in that two cross rail inner face end symmetric of I-beam are provided with the contiguous block of four outward appearance rectangular angle bar shapes, institute Stating contiguous block horizontal edge to be connected with cross rail inner face, contiguous block longitudinal edge is concordant with crossbeam side end face;Two crossbeam sides of described I-beam End is respectively arranged with a flank thermal insulation board, described flank thermal insulation board is parallel with I-beam vertical beam and on flank thermal insulation board, Lower both ends of the surface are concordant with upper beam upper surface, lower beam lower surface respectively;Described flank thermal insulation board medial surface and crossbeam end Face and contiguous block longitudinal edge laminating, described flank thermal insulation board lateral surface be additionally provided with one layer equal with flank thermal insulation board upper/lower terminal face Concordant flank steam pressure sand aerated concrete plate, described flank steam pressure sand aerated concrete plate, flank thermal insulation board, contiguous block pass through Tapping screw is connected;Described flank steam pressure sand aerated concrete plate lower surface, flank thermal insulation board lower surface, lower beam lower surface Being provided with a river bottom protection thermal insulation board in the plane of composition, described river bottom protection thermal insulation board lower surface is additionally provided with one layer of river bottom protection steam pressure sand and adds Gas concrete slab, river bottom protection thermal insulation board, river bottom protection steam pressure sand aerated concrete plate are by steel nail with flank steam pressure sand facies even.
Further, described tapping screw is indulged through flank steam pressure sand aerated concrete plate, flank thermal insulation board, contiguous block Limit, is tightly fastened connected by flank steam pressure sand aerated concrete plate, flank thermal insulation board, contiguous block.
Further, described steel nail penetrates flank steam pressure after river bottom protection thermal insulation board, river bottom protection steam pressure sand aerated concrete plate Sand aerated concrete plate, river bottom protection thermal insulation board, river bottom protection steam pressure sand aerated concrete plate are mixed by described steel nail with flank steam pressure sand aerating Concrete board is fixedly linked.
Further, described thermal insulation board is to be base material by natural materials such as inorganic mineralising raw material, perlite, Plant fiber, Through a kind of thermal insulation plate that the techniques such as thermal response refine.
The beneficial effects of the utility model are: this utility model installs Double-layer flame-retardant heat-barrier material, fire-retardant, effect of heat insulation additional Good, can effectively promote girder steel in a fire exempts from damage probability.
Accompanying drawing illustrates:
Accompanying drawing 1 is cross section structure schematic diagram of the present utility model;
In accompanying drawing: 1, flank thermal insulation board, 2, I-beam, 3, flank steam pressure sand aerated concrete plate, 4, tapping screw, 5, protect End thermal insulation board, 6, contiguous block, 7, river bottom protection steam pressure sand aerated concrete plate, 8, steel nail.
Detailed description of the invention:
Clearer, below in conjunction with this utility model for the purpose making this utility model implement, technical scheme and advantage Accompanying drawing, this utility model is further described in more detail.
To in description of the present utility model, it is to be understood that term " top ", " bottom ", " on ", D score, " side ", " hold ", " horizontal ", " indulging ", etc. instruction orientation or position relationship be based on orientation shown in the drawings or position relationship, merely to It is easy to describe this utility model and simplification description rather than instruction or the device of hint indication or element must have specific side Position, with specific azimuth configuration and operation, therefore it is not intended that restriction to this utility model protection domain.Additionally, term " first ", " second ", " the 3rd " are only used for describing purpose, and it is not intended that indicate or hint relative importance.
In description of the present utility model, it should be noted that unless otherwise clearly defined and limited, term " sets Put ", should be interpreted broadly " being connected ", " connection ", connect for example, it may be fixing, it is also possible to be to removably connect, or integratedly Connect;Can be to be mechanically connected, it is also possible to be electrical connection;Can be to be joined directly together, it is also possible to be indirectly connected to by intermediary, It can be the connection of two element internals.For the ordinary skill in the art, above-mentioned art can be understood with concrete condition Language concrete meaning in this utility model.
In fig. 1, the fire-proof and thermal-insulation girder steel that this utility model provides, steams including flank thermal insulation board 1, I-beam 2, flank Pressure sand aerated concrete plate 3, tapping screw 4, river bottom protection thermal insulation board 5, contiguous block 6, river bottom protection steam pressure sand aerated concrete plate 7, steel nail 8;It is characterized in that two cross rail inner face end symmetric of I-beam 2 are provided with the contiguous block of four outward appearance rectangular angle bar shapes 6, described contiguous block 6 horizontal edge is connected with cross rail inner face, and contiguous block 6 longitudinal edge is concordant with crossbeam side end face;Described I-beam 2 two Being respectively arranged with a flank thermal insulation board 1 at crossbeam side end face, described flank thermal insulation board 1 is parallel with I-beam 2 vertical beam and flank Thermal insulation board 1 upper/lower terminal face is concordant with upper beam upper surface, lower beam lower surface respectively;Inside described flank thermal insulation board 1 Face and crossbeam end face and the laminating of contiguous block 6 longitudinal edge, described flank thermal insulation board 1 lateral surface is additionally provided with one layer and flank thermal insulation board 1 The flank steam pressure sand aerated concrete plate 3 that upper/lower terminal face is the most concordant, described tapping screw 4 mixes through flank steam pressure sand aerating Concrete board 3, flank thermal insulation board 1, contiguous block 6 longitudinal edge, by flank steam pressure sand aerated concrete plate 3, flank thermal insulation board 1, contiguous block 6 It is tightly fastened connected;Described flank steam pressure sand aerated concrete plate 3 lower surface, flank thermal insulation board 1 lower surface, lower beam following table Being provided with a river bottom protection thermal insulation board 5 in the plane of face composition, described river bottom protection thermal insulation board 5 lower surface is additionally provided with one layer of river bottom protection steam pressure Sand aerated concrete plate 7, described steel nail 8 penetrates flank steaming after river bottom protection thermal insulation board 5, river bottom protection steam pressure sand aerated concrete plate 7 Pressure sand aerated concrete plate 3, described steel nail 8 is by river bottom protection thermal insulation board 5, river bottom protection steam pressure sand aerated concrete plate 7 and flank steam pressure sand Aerated concrete panel 3 is fixedly linked.
When doing fire-proof and thermal-insulation to I-beam 2, first it is welded to connect block 6, then by thermal insulation board, steam pressure sand aerated concrete Plate is cut to flank thermal insulation board 1, flank steam pressure sand aerated concrete plate 3, river bottom protection thermal insulation board 5, river bottom protection steam pressure sand aerated concrete Specification needed for plate 7, then installs flank thermal insulation board 1 additional in end, I-beam 2 crossbeam both sides, then at flank thermal insulation board 1 installs lateral surface additional arranges flank steam pressure sand aerated concrete plate 3, then uses tapping screw 4 by flank steam pressure sand aerating coagulation Soil plate 3, flank thermal insulation board 1, contiguous block 6 are tightly fastened connected;Then in flank steam pressure sand aerated concrete plate 3 lower surface, side In the plane that gap hot plate 1 lower surface, lower beam lower surface form, a river bottom protection thermal insulation board 5 is set, then heat insulation at river bottom protection Plate 5 lower surface arranges one layer of river bottom protection steam pressure sand aerated concrete plate 7, then uses steel nail 8 by river bottom protection thermal insulation board 5, river bottom protection steam pressure Sand aerated concrete plate 7 is fixedly linked with flank steam pressure sand aerated concrete plate 3;I-beam 2 top directly support floor or its His supported object, fire-proof and thermal-insulation measure is not being taked in top.
This utility model installs Double-layer flame-retardant heat-barrier material, fire-retardant, good heat-insulation effect additional, can effectively promote girder steel in a fire Exempt from damage probability.

Claims (1)

1. fire-proof and thermal-insulation girder steel, including flank thermal insulation board (1), I-beam (2), flank steam pressure sand aerated concrete plate (3), self tapping Screw (4), river bottom protection thermal insulation board (5), contiguous block (6), river bottom protection steam pressure sand aerated concrete plate (7), steel nail (8);It is characterized in that Two cross rail inner face end symmetric of I-beam (2) are provided with the contiguous block (6) of four outward appearance rectangular angle bar shapes, described company Connecing block (6) horizontal edge to be connected with cross rail inner face, contiguous block (6) longitudinal edge is concordant with crossbeam side end face;(2) two horizontal strokes of described I-beam Liang Ceduanmianchu is respectively arranged with a flank thermal insulation board (1), described flank thermal insulation board (1) parallel with I-beam (2) vertical beam and Flank thermal insulation board (1) upper/lower terminal face is concordant with upper beam upper surface, lower beam lower surface respectively;Described flank is heat insulation Plate (1) medial surface and crossbeam end face and the laminating of contiguous block (6) longitudinal edge, described flank thermal insulation board (1) lateral surface is additionally provided with one layer Flank steam pressure sand aerated concrete plate (3) the most concordant with flank thermal insulation board (1) upper/lower terminal face, described flank steam pressure sand adds Gas concrete slab (3), flank thermal insulation board (1), contiguous block (6) are connected by tapping screw (4);Described flank steam pressure sand aerating mixes It is provided with a river bottom protection in the plane that concrete board (3) lower surface, flank thermal insulation board (1) lower surface, lower beam lower surface form Thermal insulation board (5), described river bottom protection thermal insulation board (5) lower surface is additionally provided with one layer of river bottom protection steam pressure sand aerated concrete plate (7), river bottom protection every Hot plate (5), river bottom protection steam pressure sand aerated concrete plate (7) are by steel nail (8) with flank steam pressure sand facies even.
CN201620550603.3U 2016-06-08 2016-06-08 Fire-proof and thermal-insulation girder steel Expired - Fee Related CN205777086U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620550603.3U CN205777086U (en) 2016-06-08 2016-06-08 Fire-proof and thermal-insulation girder steel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620550603.3U CN205777086U (en) 2016-06-08 2016-06-08 Fire-proof and thermal-insulation girder steel

Publications (1)

Publication Number Publication Date
CN205777086U true CN205777086U (en) 2016-12-07

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620550603.3U Expired - Fee Related CN205777086U (en) 2016-06-08 2016-06-08 Fire-proof and thermal-insulation girder steel

Country Status (1)

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CN (1) CN205777086U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109113262A (en) * 2017-01-03 2019-01-01 郑瑞平 A kind of construction method for reinforcing steel structure girder or column
CN114457927A (en) * 2022-02-23 2022-05-10 凯第建筑集团有限公司 Steel pipe bundle outer-wrapped aerated plate structure and construction method thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109113262A (en) * 2017-01-03 2019-01-01 郑瑞平 A kind of construction method for reinforcing steel structure girder or column
CN109113262B (en) * 2017-01-03 2020-08-28 中建新疆安装工程有限公司 Construction method for reinforcing steel structure beam or column
CN114457927A (en) * 2022-02-23 2022-05-10 凯第建筑集团有限公司 Steel pipe bundle outer-wrapped aerated plate structure and construction method thereof

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Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
TR01 Transfer of patent right
TR01 Transfer of patent right

Effective date of registration: 20210715

Address after: 272400 wanzhang Town Industrial Park, Jiaxiang County, Jining City, Shandong Province (west side of provincial highway s252)

Patentee after: SHANDONG DEFENG HEAVY INDUSTRY Co.,Ltd.

Address before: 272400 north side of Chengxiang street, Jiaxiang Economic Development Zone, Jining City, Shandong Province (Mengshan steel structure)

Patentee before: SHANDONG MENGSHAN STEEL STRUCTURE ENGINEERING Co.,Ltd.

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

Granted publication date: 20161207