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CN106836636A - H profile steel for building - Google Patents

H profile steel for building Download PDF

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Publication number
CN106836636A
CN106836636A CN201710084686.0A CN201710084686A CN106836636A CN 106836636 A CN106836636 A CN 106836636A CN 201710084686 A CN201710084686 A CN 201710084686A CN 106836636 A CN106836636 A CN 106836636A
Authority
CN
China
Prior art keywords
fix bar
mounting hole
web
profile steel
top flange
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.)
Granted
Application number
CN201710084686.0A
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Chinese (zh)
Other versions
CN106836636B (en
Inventor
张雷
李振强
高涛
欧阳洲
李芳芳
申付志
陆娴君
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.)
Suzhou Su Lan Construction Engineering Co Ltd
Original Assignee
Suzhou Su Lan 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 Suzhou Su Lan Construction Engineering Co Ltd filed Critical Suzhou Su Lan Construction Engineering Co Ltd
Priority to CN201710084686.0A priority Critical patent/CN106836636B/en
Publication of CN106836636A publication Critical patent/CN106836636A/en
Application granted granted Critical
Publication of CN106836636B publication Critical patent/CN106836636B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/06Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

The invention discloses a kind of H profile steel for building,Including web,Respectively positioned at the top flange and lower flange of web width direction both sides,Two sides of the web rotate be provided with several supporting plates respectively,The supporting plate along web width direction two end faces respectively with top flange,Fit lower flange,The end face that each supporting plate is fitted with top flange is provided with mounting hole,The top flange is respectively arranged with several fixing holes communicated with corresponding mounting hole when supporting plate is mutually perpendicular to web with the medial surface that supporting plate is fitted,Sliding is provided with fix bar in each mounting hole,Elastic force is provided between the fix bar and mounting hole madial wall promotes fix bar to move and insert in fixing hole with the elastic component of fixed support plate,Its drip irrigation device is perpendicular with web supporting plate,The two ends of supporting plate respectively with top flange,The side of lower flange offsets,So as to effectively reduce the deformation of H profile steel for building.

Description

H profile steel for building
Technical field
Former material of setting a roof beam in place is built the present invention relates to one kind, more specifically, it relates to a kind of H profile steel for building.
Background technology
H profile steel for building is a kind of area of section distribution more optimization, more rational economic section heavy duty detergent of the ratio of strength to weight Material, gains the name, because its section is identical with English alphabet " H " because each position of H profile steel is with orthogonal arrangement, therefore H profile steel All have the advantages that bending resistance is strong, simple, cost-effective and lightweight construction of constructing in all directions, extensively should With.
Existing Authorization Notice No. provides a kind of H profile steel for the Chinese patent of CN204435666U, and it includes being parallel to each other Top flange and lower flange, web is connected between top flange and lower flange, set up building when, H profile steel is used as branch Support beam is used, and web is vertically arranged, and the gravity larger to bear armored concrete, the two ends of lower flange are fixed on building, under The edge of a wing and web Cheng " Shang " font structures, preferably play a part of load-bearing, and top flange pours mainly for armored concrete.
But, when the gravity that H profile steel is born is overweight, web can produce downward flexural deformation, top flange due to The Action of Gravity Field of armored concrete, bends downwards, after the middle part of lower flange produces bending with web, lower flange width side To both sides be subject to lower flange in the middle part of contradicting, the both sides in lower flange width direction are bent upwards, when top flange and lower flange are equal After bending, the bearing capacity of H profile steel is substantially reduced, because H profile steel plays a part of to support building framework, therefore, the change of H profile steel Shape is abnormally dangerous.
The content of the invention
In view of the shortcomings of the prior art, it is an object of the invention to provide change after a kind of effectively reduction H profile steel stress The H profile steel for building of shape.
To achieve the above object, the invention provides following technical scheme:
A kind of H profile steel for building, including web, respectively positioned at web width direction both sides top flange and lower flange, the abdomen Two sides of plate rotate be provided with several supporting plates respectively, and the supporting plate is distinguished along two end faces in web width direction Fitted with top flange, lower flange, the end face that each supporting plate is fitted with top flange is provided with mounting hole, the top flange The medial surface fitted with supporting plate be respectively arranged with several when supporting plate and web are mutually perpendicular to corresponding mounting hole Sliding is provided with fix bar in the fixing hole for communicating, each mounting hole, is set between the fix bar and mounting hole madial wall It is equipped with and promotes fix bar to move and insert in fixing hole with the elastic component of fixed support plate by elastic force.
By using above-mentioned technical proposal, when H profile steel for building is in transport or lifting, supporting plate is pasted with web Close, from normal transport and lifting without influenceing H profile steel for building, when H profile steel for building is arranged on building, will Supporting plate is rotated out one by one, and makes supporting plate perpendicular with web, and now mounting hole is corresponding with fixing hole, in elastic component bullet In the presence of power, one end of fix bar is pushed into fixing hole, realizes the fixation of supporting plate, when bearing reinforced concrete on top flange When native gravity, the side of the two ends of supporting plate respectively with top flange, lower flange offsets, so as to effectively reduce top flange, under The deformation of edge of a wing both sides, top flange, lower flange reduce the deformation of web, so as to effectively reduce H profile steel for building with support webs Deformation, on the other hand, it is necessary to concrete casting when H profile steel for building is installed after, supporting plate increase H profile steel for building and The contact area of concrete, so that what is solidified between H profile steel for building and concrete is more preferable, additionally, sling cart is by H for building It is accommodating to cause coming off for H profile steel for building due to H type smoothers when shaped steel on building to lifting, by supporting plate Setting, supporting plate can be fixed at fixing hole, shape between two neighboring supporting plate is then clamped in by mechanical paw Into groove, improve the security of H profile steel for building in lifting.
Further, the bottom wall of the mounting hole be provided with sliding pipe, the fix bar be located at mounting hole in one end to Sliding pipe direction extends and is connected with sliding pipe inner side wall slip.
By using above-mentioned technical proposal, fix bar rocking in mounting hole can be effectively reduced, preferably fixed branch Fagging.
Further, the elastic component includes spring, and one end and the sliding pipe of spring offset, and the other end is fixed on fix bar On.
By using above-mentioned technical proposal, spring compares block rubber, can reduce fix bar to the uniform promotion of fix bar Outer circumferential sides wall and the friction for sliding pipe madial wall.
Further, the mounting hole madial wall and inner circumferential side wall and fix bar excircle are provided with its aperture The sealing ring that side wall fits.
By using above-mentioned technical proposal, can effectively reduce dust and enter mounting hole, on the other hand, sealing ring will be fixed The end parcel of bar, effectively reduces the corrosion of fix bar outer circumferential sides wall.
Further, the appearance oil pocket for storing fluid, the inner circle of the sealing ring are provided with the sealing ring The week side of boss wall is provided with and holds the oil filler point that oil pocket is communicated.
By using above-mentioned technical proposal, the fluid held in oil pocket is flow on the outer circumferential sides wall of fix bar through oil filler point, The lubricity of fix bar is improved, and the limited corrosion for delaying fix bar.
Further, it is described to seal ring inner circumferential side wall and top flange side is provided with resigning annular groove, it is described to allow It is provided with the annular groove of position and fits to adsorb the spongy layer of fluid in fix bar with fix bar outer circumferential sides wall.
By using above-mentioned technical proposal, when fix bar is passed through from spongy layer, spongy layer can be by fix bar On outer circumferential sides wall fluid absorption fall, reduce fluid waste, and spongy layer can seal fix bar outer circumferential sides wall with it is close Gap between seal ring circle, effectively prevents dust from entering in mounting groove.
In sum, the invention has the advantages that:
1st, the rigidity of H profile steel for building can be effectively improved, the deformation after H profile steel load-bearing for building is reduced;
2nd, by the spring and sliding pipe that are set in fix bar, so as to supporting plate is fixed on into top flange and lower flange well Between.
Brief description of the drawings
Fig. 1 for the present embodiment structural representation, wherein cut the part of top flange and supporting plate with embody mounting hole and The position of fixing hole;
Fig. 2 is the enlarged drawing of part A in Fig. 1, is mainly used in embodying the structural relation between sliding pipe and fix bar;
Fig. 3 is the enlarged drawing of part B in Fig. 2, is mainly used in embodying the structural relation between resigning annular groove and spongy layer.
In figure:1st, web;2nd, top flange;21st, fixing hole;3rd, lower flange;4th, supporting plate;41st, mounting hole;411st, slide Pipe;412nd, ring is sealed;4121st, oil pocket is held;4122nd, oil filler point;4123rd, resigning annular groove;4124th, spongy layer;5th, fix bar;6、 Elastic component.
Specific embodiment
The present invention is described in further detail below in conjunction with accompanying drawing.
This specific embodiment is only explanation of the invention, and it is not limitation of the present invention, people in the art Member can make the modification without creative contribution to the present embodiment as needed after this specification is read, but as long as at this All protected by Patent Law in the right of invention.
Embodiment:
A kind of H profile steel for building, reference picture 1, it includes web 1, is located at the and of top flange 2 of the width both sides of web 1 respectively Lower flange 3, web 1, top flange 2 and lower flange 3 are in " H " type structure, and two sides of web 1 rotate be provided with several respectively Supporting plate 4, supporting plate 4 rotates the mode being connected with web 1 can be identical by folding or bearing pin, the structure of the both sides of web 1, if A dry support bar is sequentially arranged at intervals along the length direction of web 1, each supporting plate 4 along the width of web 1 two end faces Fitted with top flange 2 and lower flange 3 respectively.
Referring to Figures 1 and 2, the end face that each supporting plate 4 is fitted with top flange 2 is provided with mounting hole 41, top flange 2 with The medial surface of the laminating of supporting plate 4 is respectively arranged with several fixing holes 21, when supporting plate 4 is turned to be mutually perpendicular to web 1, Fixing hole 21 is communicated with corresponding mounting hole 41, and sliding is provided with fix bar 5, fix bar 5 and installation in each mounting hole 41 Elastic component 6 is provided between the madial wall of hole 41, elastic component 6 promotes fix bar 5 to move by elastic force, so that the insertion of fix bar 5 is solid Determine in hole 21, realize the fixation of supporting plate 4, elastic component 6 can be block rubber or spring, here preferably spring, spring socket On the outer circumferential sides wall of fix bar 5.
Reference picture 2, the bottom wall of mounting hole 41 is provided with sliding pipe 411, and the one end of fix bar 5 in mounting hole 41 is to cunning Move the direction of pipe 411 to extend, and be connected with the sliding inner side wall slip of pipe 411, one end and the sliding pipe 411 of spring offset, the other end It is fixed in fix bar 5;The madial wall of mounting hole 41 and be provided with its aperture sealing ring 412, sealing ring 412 it is interior Circumferential side wall fits with the outer circumferential sides wall of fix bar 5, so as to prevent dust from entering mounting hole 41.
Reference picture 2 and Fig. 3, are provided with the appearance oil pocket 4121 for storing fluid in sealing ring 412, seal ring 412 Inner circumferential side wall be provided with and hold the oil filler point 4122 that communicates of oil pocket 4121, when the inner periphery of 5 opposing seal ring of fix bar 412 When side walls, the fluid held in oil pocket 4121 is added on the outer circumferential sides wall of fix bar 5 through oil filler point 4122, seals The side of the inner circumferential side wall of ring 412 and close top flange 2 is provided with resigning annular groove 4123, resigning annular groove 4123 and is provided with sea Continuous layer 4124, spongy layer 4124 is made up of sponge, and spongy layer 4124 fits with the outer circumferential sides wall of fix bar 5, when fix bar 5 After adhesion fluid, when slip to the outside direction of mounting hole 41, spongy layer 4124 adheres to the fluid in fix bar 5, subtracts Few fix bar 5 takes fluid out of, reduces the waste of fluid.
Operation principle is as follows:When H profile steel for building allocation and transportation or installed in pour on thing when, supporting plate 4 and web 1 Laminating, does not influence the normal of H profile steel for building to use, and after H profile steel for building is installed, then rotates each supporting plate 4, Make each supporting plate 4 perpendicular to web 1, now, under the promotion of spring, in the insertion fixing hole 21 of fix bar 5, realize supporting plate 4 fixation, when after building concrete on top flange 2, H profile steel load-bearing for building, supporting plate 4 respectively with the width of top flange 2 Side, the side of the width of lower flange 3 offset so that effectively reduce top flange 2, the deformation of lower flange 3, and then reduce abdomen The deformation of plate 1, reaches the deformation after effectively reducing H profile steel stress for building.

Claims (6)

1. a kind of H profile steel for building, including web (1), respectively positioned at web (1) width both sides top flange (2) and under The edge of a wing (3), it is characterised in that:Two sides of the web (1) rotate be provided with several supporting plates (4), the branch respectively Fagging (4) is fitted with top flange (2), lower flange (3) respectively along two end faces of web (1) width, each support The end face that plate (4) is fitted with top flange (2) is provided with mounting hole (41), and the top flange (2) is interior with what supporting plate (4) was fitted Side is respectively arranged with what several were communicated when supporting plate (4) is mutually perpendicular to web (1) with corresponding mounting hole (41) Sliding is provided with fix bar (5), the fix bar (5) and mounting hole (41) in fixing hole (21), each mounting hole (41) Elastic force is provided between madial wall to promote fix bar (5) mobile and insert in fixing hole (21) with fixed support plate (4) Elastic component (6).
2. H profile steel for building according to claim 1, it is characterised in that:The bottom wall of the mounting hole (41) is provided with cunning Pipe (411) is moved, the one end of the fix bar (5) in mounting hole (41) extends to sliding pipe (411) direction and managed with sliding (411) inner side wall slip connection.
3. H profile steel for building according to claim 2, it is characterised in that:The elastic component (6) includes spring, spring One end is offseted with sliding pipe (411), and the other end is fixed in fix bar (5).
4. H profile steel for building according to claim 3, it is characterised in that:Mounting hole (41) madial wall and positioned at it The sealing ring (412) that inner circumferential side wall fits with fix bar (5) outer circumferential sides wall is provided with aperture.
5. H profile steel for building according to claim 4, it is characterised in that:Be provided with sealing ring (412) for The appearance oil pocket (4121) of fluid is stored, the inner circumferential side wall of sealing ring (412) is provided with and is communicated with appearance oil pocket (4121) Oil filler point (4122).
6. H profile steel for building according to claim 5, it is characterised in that:It is described sealing ring (412) inner circumferential side wall and It is provided with resigning annular groove (4123), the resigning annular groove (4123) near top flange (2) side and is provided with fix bar (5) outward Circumferential side wall fits to adsorb the spongy layer (4124) of fluid in fix bar (5).
CN201710084686.0A 2017-02-16 2017-02-16 H profile steel for building Active CN106836636B (en)

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Application Number Priority Date Filing Date Title
CN201710084686.0A CN106836636B (en) 2017-02-16 2017-02-16 H profile steel for building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710084686.0A CN106836636B (en) 2017-02-16 2017-02-16 H profile steel for building

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CN106836636A true CN106836636A (en) 2017-06-13
CN106836636B CN106836636B (en) 2018-12-18

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Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03107049A (en) * 1989-09-20 1991-05-07 Yokokawa Koji Kk Method for reinforcing structural member with temporary rib
JPH09177187A (en) * 1995-12-22 1997-07-08 Hirose & Co Ltd H-section steel
CN204370688U (en) * 2014-12-30 2015-06-03 山东天时空间钢结构工程有限公司 Beam column of steel structure
CN204418508U (en) * 2015-01-19 2015-06-24 上海洪铺钢结构工程有限公司 A kind of Novel superposed I shape plate-girder assembly
CN205000549U (en) * 2015-10-10 2016-01-27 浙江丰扬钢结构有限公司 H shaped steel structure is consolidated to high strength
CN205777087U (en) * 2016-06-15 2016-12-07 山东越宫钢构件有限公司 A kind of H profile steel component

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03107049A (en) * 1989-09-20 1991-05-07 Yokokawa Koji Kk Method for reinforcing structural member with temporary rib
JPH09177187A (en) * 1995-12-22 1997-07-08 Hirose & Co Ltd H-section steel
CN204370688U (en) * 2014-12-30 2015-06-03 山东天时空间钢结构工程有限公司 Beam column of steel structure
CN204418508U (en) * 2015-01-19 2015-06-24 上海洪铺钢结构工程有限公司 A kind of Novel superposed I shape plate-girder assembly
CN205000549U (en) * 2015-10-10 2016-01-27 浙江丰扬钢结构有限公司 H shaped steel structure is consolidated to high strength
CN205777087U (en) * 2016-06-15 2016-12-07 山东越宫钢构件有限公司 A kind of H profile steel component

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