CN108560721A - A kind of telescopic support steel girder - Google Patents

A kind of telescopic support steel girder Download PDF

Info

Publication number
CN108560721A
CN108560721A CN201810420733.9A CN201810420733A CN108560721A CN 108560721 A CN108560721 A CN 108560721A CN 201810420733 A CN201810420733 A CN 201810420733A CN 108560721 A CN108560721 A CN 108560721A
Authority
CN
China
Prior art keywords
interior
seat
honour
support
assembly
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.)
Pending
Application number
CN201810420733.9A
Other languages
Chinese (zh)
Inventor
陈大能
李宜建
黎文方
牛潮
梁卓家
李健
邓盛斌
梁道赞
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.)
Guangdong Qi Zheng Technology Co Ltd
Original Assignee
Guangdong Qi Zheng Technology 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 Guangdong Qi Zheng Technology Co Ltd filed Critical Guangdong Qi Zheng Technology Co Ltd
Priority to CN201810420733.9A priority Critical patent/CN108560721A/en
Publication of CN108560721A publication Critical patent/CN108560721A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/343Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34305Structures characterised by movable, separable, or collapsible parts, e.g. for transport telescopic
    • E04B1/3431Structures characterised by movable, separable, or collapsible parts, e.g. for transport telescopic with only one level of nesting

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)

Abstract

The present invention relates to building auxiliary equipment technical fields, disclose a kind of telescopic support steel girder, including interior beam assembly and outer beam assembly, interior beam assembly has partial-length to be slidably connected in outer beam assembly, interior beam assembly includes inner beam support riser, inner beam lid, the inner beam seat of honour, end sealing plate and interior beam end connecting seat, wherein inner beam support riser is rectangle steel plate, inner beam lid and the inner beam seat of honour are respectively welded at two long sides of inner beam support riser, the both ends of inner beam lid and the inner beam seat of honour support two short sides of riser to flush with inner beam respectively, end sealing plate is two pieces, two blocks of end sealing plates are respectively welded at two short sides of inner beam support riser, interior beam end connecting seat is welded on one of end sealing plate, interior beam assembly when being slided relative to outer beam assembly interior beam end connecting seat expose to one end of outer beam assembly always.Support strength higher of the present invention, disclosure satisfy that the requirement of construction demand and Reusability, the service life is longer.

Description

A kind of telescopic support steel girder
Technical field
The present invention relates to building auxiliary equipment technical fields, more particularly to a kind of telescopic support steel girder.
Background technology
Traditional architecture supporting main beam uses the flitch of regular length or fixed-size integrally molded formula steel master mostly Beam, if construction requirement cannot be met using length, it is necessary to plugged by using two flitches or steel girder to increase Length.Thus, which one is the increase in material and cost;Two are the increase in construction time and difficulty of construction;Third, support is steady It is qualitative to be greatly affected.In addition, being not only easily damaged but also cannot prevent fires using flitch as supporting main beam.
Some manufacturers, which develop, thus to include mainly inner beam and hollow outer beam with the supporting main beam of adjustment length, interior Beam stretches into outer beam and relatively outer beam sliding, and inner beam and outer beam all include mainly two strip shaped supports being mutually parallel, two branch It is used as two side walls by welding two corrugated round steel between support member.But the side wall of such supporting main beam is as main Support zone, support strength is relatively low, and round steel easy tos produce deformation during transport and use, due to repeat making With so some potential safety problems can be brought to the use in later stage.
Invention content
The present invention is to overcome above-mentioned some shortcomings in the prior art, provides a kind of telescopic support steel girder.
The present invention is achieved through the following technical solutions above-mentioned purpose.
A kind of telescopic support steel girder, including outer beam group that interior beam assembly and cross section are trapezoidal hollow frame shape Part, interior beam assembly is relative to outer beam assembly telescopic slide and has the inner beam component slippage of partial-length to be connected to outer beam assembly Interior, interior beam assembly above-mentioned includes that inner beam supports riser, inner beam lid, the inner beam seat of honour, end sealing plate and interior beam end connecting seat, Middle inner beam support riser is rectangle steel plate, and inner beam lid and the inner beam seat of honour are respectively welded at two long sides of inner beam support riser, The both ends of inner beam lid and the inner beam seat of honour support two short sides of riser to flush with inner beam respectively, and end sealing plate is two pieces, two pieces of ends Portion's sealing plate is respectively welded at two short sides of inner beam support riser, and interior beam end connecting seat is welded on one of end sealing plate On, interior beam assembly when being slided relative to outer beam assembly interior beam end connecting seat expose to one end of outer beam assembly always.
The interior beam assembly of this programme, as side wall, only supports riser not using corrugated round steel with one piece of inner beam, It is a monoblock steel plate that inner beam, which supports riser, is unlikely to deform during transport and use, the support steel that such interior beam assembly is constituted Girder overally supports intensity higher, disclosure satisfy that the requirement of construction demand and Reusability, the service life is longer.
The support steel girder of this programme within the scope of structure size can random adjustment length, meet the use of different spans It is required that.Interior beam assembly is stretched into outer beam assembly as possible when not in use, it is possible to reduce occupied space convenient for packaging, is transported, deposited It puts.
As further improved structure type, above-mentioned inner beam support riser is disposed with multiple circles along its length Hole can be conveniently adjusted and carry to reduce the quality of entire support steel girder.
As further improved structure type, above-mentioned inner beam lid includes two angle steel, a wing plate of two angle steel Outside is respectively welded at two sides of inner beam support riser, another wing plate outside of two angle steel and inner beam support riser Long side flushes and forms a plane.The plane of two angle steel and inner beam support riser composition is that one of interior beam assembly mainly props up Support face, the structure can improve the support strength of interior beam assembly, increase bearing area.
As further improved structure type, the above-mentioned inner beam seat of honour is strip metal plate bending part, the inner beam seat of honour The shape in cross section is the shape in the vertical section of conical flask, the thickness phase of extended distance and inner beam the support riser of the inner beam seat of honour When inner beam support riser is inserted into the opening of the inner beam seat of honour and welds together with the inner beam seat of honour.The wherein cross section of the inner beam seat of honour Shape be conical flask vertical section shape, i.e. bottom is isosceles triangle, and two of isosceles triangle are mutually equilateral folded Angle is opening, and two edges of opening have flanging, and two flangings are symmetrical and are mutually parallel.The inner beam seat of honour support of the structure is steady Fixed, bearing capacity is strong, convenient for welding and firm welding.
As further improved structure type, above-mentioned outer beam assembly includes the outer beam seat of honour, outer beam main brace band iron, outer beam It is the C-shaped strip metal plate in cross section to support round steel, end connection band iron and outer beam end connecting seat, China and foreign countries' beam seat of honour Part, outer beam main brace band iron are rectangle steel plate, the outer beam seat of honour and outer beam main brace band iron parallel arrangement, and outer beam support round steel is two A, two outer beam support round steel are all in the wavy of bending formation, are respectively welded at the wave crest of two outer beams support round steel outer Two long sides of beam main brace band iron are respectively welded on two wing plates of the outer beam seat of honour at the trough of two outer beams support round steel, Four end angles of the outer beam seat of honour and four ends angle of corresponding outer beam main brace band iron are respectively by welding the support of end connection flat iron Connection, outer beam end connecting seat are welded on one end of the outer beam seat of honour, and interior beam assembly is connected from outer beam assembly far from outer beam end Outer beam assembly is stretched into one end of seat.The program still uses two wavy outer beams to support round steel as side wall, but simultaneously again It is held at four and increases end connection band iron at angle as auxiliary connection and support, support strength can be greatly improved.
As further improved structure type, the above-mentioned one end of outer beam main brace band iron far from outer beam end connecting seat is solid Surely it is connected with one piece of limiting plate, the normal direction of the plate face of limiting plate is parallel with the glide direction of interior beam assembly, and limiting plate, which is equipped with, to hang down Directly in being interspersed with clapboard in the rectangular sliding hole of the plate face of limiting plate, rectangular sliding hole, sliding sleeve is connected to locked pin plate, wedge on clapboard Follow block is closely socketed on shape plate, locked pin plate is clipped between limiting plate and follow block, limiting plate when interior beam assembly stretches into outer beam assembly, Follow block all has gap between interior beam assembly, and locked pin plate is against under the driving of clapboard on interior beam assembly.Wherein limiting plate Can be welded and fixed can also be in the end of outer beam main brace band iron by the end bending of outer beam main brace band iron to formed and The limiting plate that outer beam main brace band iron is linked together.The support steel girder of this programme slides interior beam assembly and regulates length when in use Degree, taps the stub end of clapboard, and clapboard then drives locked pin plate to be against on interior beam assembly and positions interior beam assembly clamping.It needs When dismantling support steel girder, the small head end of clapboard is tapped, locked pin plate then unclamps interior beam assembly.This programme is simple in structure, clamping Securely, easy to operate, speed of application can be improved.
As further improved structure type, the small head end of above-mentioned clapboard is equipped with for preventing clapboard from restriction The block deviate from the rectangular sliding hole of plate, to avoid clapboard abjection from being easily lost.
The present invention mainly has the advantages that compared with prior art:Support strength higher disclosure satisfy that construction needs The requirement of summation Reusability, the service life is longer;Within the scope of structure size can random adjustment length, meet different spans Requirement;Interior beam assembly is stretched into outer beam assembly as possible when not in use, it is possible to reduce occupied space, convenient for packing, Transport, storage etc..
Description of the drawings
Fig. 1 is the dimensional structure diagram of the embodiment of the present invention.
Fig. 2 is the dimensional structure diagram of interior beam assembly in the embodiment of the present invention.
Fig. 3 is the board face structure schematic diagram that inner beam supports riser in the embodiment of the present invention.
Fig. 4 is the cross-sectional configuration schematic diagram and vertical view of the inner beam seat of honour in the embodiment of the present invention.
Fig. 5 is the front view of angle steel and the vertical view with broken line in the embodiment of the present invention.
Fig. 6 is the board face structure schematic diagram with broken line of medial end portions sealing plate of the embodiment of the present invention.
Fig. 7 is the dimensional structure diagram of interior beam end connecting seat in the embodiment of the present invention.
Fig. 8 is the dimensional structure diagram of China and foreign countries of embodiment of the present invention beam assembly.
Fig. 9 is the partial enlarged view that K goes out in Fig. 8.
Figure 10 is the front view of China and foreign countries of the embodiment of the present invention beam seat of honour and the vertical view with broken line.
Figure 11 is the front view of China and foreign countries of embodiment of the present invention beam main brace band iron and the vertical view with broken line.
Figure 12 is the dimensional structure diagram with broken line that China and foreign countries of embodiment of the present invention beam supports round steel.
Figure 13 is the dimensional structure diagram of China and foreign countries of embodiment of the present invention beam end connecting seat.
Figure 14 is the board face structure schematic diagram of clapboard in the embodiment of the present invention.
Figure 15 is the board face structure schematic diagram of locked pin plate in the embodiment of the present invention.
Figure 16 is the board face structure schematic diagram of follow block in the embodiment of the present invention.
Specific implementation mode
The present invention will be further described below in conjunction with the accompanying drawings.Attached drawing only for illustration, should not be understood as to this The limitation of patent.
For the more succinct the present embodiment that illustrates, certain in attached drawing or explanation well known to a person skilled in the art but with this The incoherent parts of main contents of invention can be omitted.In addition for ease of stating, certain parts have province in attached drawing Slightly, it zooms in or out, but does not represent the size or entire infrastructure of actual product.
Embodiment:
As shown in Figure 1, a kind of telescopic support steel girder, including interior beam assembly 1 and cross section are trapezoidal hollow frame shape Outer beam assembly 2.Interior beam assembly 1 is relative to 2 telescopic slide of outer beam assembly and has the interior beam assembly 1 of partial-length to be slidably connected at In outer beam assembly 2.
As shown in Fig. 2, interior beam assembly 1 includes inner beam support riser 11, the inner beam seat of honour 12, angle steel 13,14 and of end sealing plate Interior beam end connecting seat 15.
As shown in figure 3, the inner beam support riser 11 of the present embodiment is rectangle steel plate, inner beam supports riser 11 along its length Direction has been evenly arranged multiple circular holes 111, can reduce entire support steel girder under the premise of not influencing support strength in this way Quality, facilitate adjustment and carrying.
As shown in fig. 4 and fig. 2, the inner beam seat of honour 12 of the present embodiment is strip metal plate bending part, the cross of the inner beam seat of honour 12 The shape of section is the shape in the vertical section of conical flask, i.e., bottom is isosceles triangle, two mutually equilateral institutes of isosceles triangle The angle of folder is opening, and two edges of opening have flanging, and two flangings are symmetrical and are mutually parallel.The opening of the inner beam seat of honour 12 away from It is suitable from the inner beam support thickness of riser 11, inner beam support a long side of riser 11 be inserted into the inner beam seat of honour 12 opening and and The inner beam seat of honour 12 welds together, and the both ends of the inner beam seat of honour 12 support two short sides of riser 11 to flush with inner beam respectively.The knot 12 supporting & stablizing of the inner beam seat of honour of structure, bearing capacity is strong, convenient for welding and firm welding.
As shown in Fig. 5 and Fig. 2, the angle steel 13 of the present embodiment is two, is welded respectively outside a wing plate of two angle steel 13 Two sides of inner beam support riser 11 are connected on, another wing plate outside of two angle steel 13 and inner beam support the another of riser 11 A long side flushes and forms a plane, and the end of two angle steel 13 supports two short sides of riser 11 to flush with inner beam respectively. The plane that two angle steel 13 and inner beam support riser 11 form is a main support face of interior beam assembly 1, this structure can carry The support strength of beam assembly 1 in height increases bearing area.
As shown in Fig. 6 and Fig. 2, the end sealing plate 14 of the present embodiment is the rectangular steel plates of two fritters, two blocks of end sealing plates 14 are respectively welded at two short sides of inner beam support riser 11.
As shown in Fig. 7 and Fig. 2, the interior beam end connecting seat 15 of the present embodiment is an angled piece, interior beam end connecting seat 15 are welded on one of end sealing plate 14, the interior beginning of beam end connecting seat 15 when being slided relative to outer beam assembly 2 of interior beam assembly 1 One end of outer beam assembly 2 is exposed to eventually.
As shown in figure 8, outer beam assembly 2 includes the outer beam seat of honour 21, outer beam main brace band iron 22, outer beam support round steel 23, end Connect band iron 24 and outer beam end connecting seat 25.
As shown in Figure 10, Figure 11 and Figure 12, the outer beam seat of honour 21 of the present embodiment is the C-shaped strip metal plate in cross section The main body of part, outer beam main brace band iron 22 is rectangle steel plate.Outer beam support round steel 23 is two, and two outer beam support round steel 23 are all It is formed in bending wavy.
Again as shown in figure 8, the outer beam seat of honour 21 and outer beam main brace band iron 22 parallel arrangement, the wave of two outer beam support round steel 23 It is respectively welded at two long sides of outer beam main brace band iron 22 at peak, is respectively welded at the trough of two outer beam support round steel 23 outer On two wing plates of the beam seat of honour 21.
Four end angles of the outer beam seat of honour 21 and four ends angle of corresponding outer beam main brace band iron 22 are respectively by welding end Connect the support connection of band iron 24.
As shown in Figure 13 and Fig. 8, the outer beam end connecting seat 25 of the present embodiment is also an angled piece, outer beam end connection Seat 25 is welded on one end of the outer beam seat of honour 21, and interior beam assembly 1 is stretched from one end far from outer beam end connecting seat 25 of outer beam assembly 2 Enter outer beam assembly 2.
The outer beam assembly 2 of the present embodiment still uses two wavy outer beam support round steel 23 to be used as side wall, but simultaneously It is held again at four and increases end connection band iron 24 at angle as auxiliary connection and support, support strength can be greatly improved.
As shown in Fig. 9, Figure 11, Figure 14, Figure 15 and Figure 16, the end of the outer beam main brace band iron 22 of the present embodiment passes through folding Bending at the limiting plate 221 being linked together with outer beam main brace band iron 22, the normal direction of the plate face of limiting plate 221 and interior beam assembly 1 Glide direction is parallel.Limiting plate 221 is equipped with the rectangular sliding hole 222 of the plate face perpendicular to limiting plate 221, in rectangular sliding hole 222 It is interspersed with clapboard 26, sliding sleeve is connected to locked pin plate 27 on clapboard 26, and follow block 28, locked pin plate are closely socketed on clapboard 26 27 are clipped between limiting plate 221 and follow block 28, and limiting plate 221, follow block 28 be all and inner beam when interior beam assembly 1 stretches into outer beam assembly 2 There is gap between component 1, and locked pin plate 27 is against under the driving of clapboard 26 on interior beam assembly 1.
The small head end of the clapboard 26 of the present embodiment is equipped with for preventing clapboard 26 from the rectangular sliding hole of limiting plate 221 The block 261 deviate from 222, to avoid the abjection of clapboard 26 from being easily lost.
Each parts all use high intensity carbon steel, high strength, service life long in the present embodiment.
The support steel girder of the present embodiment slides interior beam assembly 1 and regulates length when in use, taps the big of clapboard 26 Head end, clapboard 26 then drive locked pin plate 27 to be against on interior beam assembly 1 and position 1 clamping of interior beam assembly.It needs to dismantle support steel When girder, the small head end of clapboard 26 is tapped, locked pin plate 27 then unclamps interior beam assembly 1.This programme is simple in structure, and clamping is secured, It is easy to operate, speed of application can be improved.
The interior beam assembly 1 of the present embodiment using corrugated round steel with one piece of inner beam support without, as side wall, only being erected Plate 11, it is a monoblock steel plate that inner beam, which supports riser 11, is unlikely to deform during transport and use, such interior beam assembly 1 is constituted Support steel girder overally support intensity higher, disclosure satisfy that the requirement of construction demand and Reusability, the service life is longer.
The support steel girder of the present embodiment within the scope of structure size can random adjustment length, meet making for different spans With requiring.Interior beam assembly 1 is stretched into outer beam assembly 2 as possible when not in use, it is possible to reduce occupied space, convenient for packaging, fortune Defeated, storage etc..
It these are only the specific embodiment of the present invention, but the design concept of the present invention is not limited thereto, all utilizations The insubstantial modifications that present inventive concept makes the present invention, each fall within protection scope of the present invention.

Claims (7)

1. a kind of telescopic support steel girder, including interior beam assembly(1)With the outer beam group that cross section is trapezoidal hollow frame shape Part(2), interior beam assembly(1)Relative to outer beam assembly(2)Telescopic slide and the interior beam assembly for having partial-length(1)It is slidably connected In outer beam assembly(2)It is interior, which is characterized in that the interior beam assembly(1)Riser is supported including inner beam(11), inner beam lid, inner beam The seat of honour(12), end sealing plate(14)With interior beam end connecting seat(15), wherein inner beam support riser(11)It is interior for rectangle steel plate Liang Gai and the inner beam seat of honour(12)It is respectively welded at inner beam support riser(11)Two long sides, inner beam lid and the inner beam seat of honour(12)'s Both ends support riser with inner beam respectively(11)Two short sides flush, end sealing plate(14)It is two pieces, two blocks of end sealing plates(14) It is respectively welded at inner beam support riser(11)Two short sides, interior beam end connecting seat(15)It is welded on one of end sealing plate (14)On, interior beam assembly(1)Relative to outer beam assembly(2)Interior beam end connecting seat when sliding(15)Always outer beam assembly is exposed to (2)One end.
2. telescopic support steel girder according to claim 1, which is characterized in that the inner beam supports riser(11)Edge Its length direction is disposed with multiple circular holes(111).
3. telescopic support steel girder according to claim 1, which is characterized in that the inner beam lid includes two angle steel (13), two angle steel(13)A wing plate outside be respectively welded at inner beam support riser(11)Two sides, two angle steel (13)Another wing plate outside and inner beam support riser(11)Long side flush and form a plane.
4. telescopic support steel girder according to claim 1, which is characterized in that the inner beam seat of honour(12)For strip Shape metal plate bending part, the inner beam seat of honour(12)Cross section shape be conical flask vertical section shape, the inner beam seat of honour(12)'s Extended distance and inner beam support riser(11)Thickness it is suitable, inner beam support riser(11)It is inserted into the inner beam seat of honour(12)Opening simultaneously With the inner beam seat of honour(12)Weld together.
5. telescopic support steel girder according to claim 1, which is characterized in that the outer beam assembly(2)Including outer The beam seat of honour(21), outer beam main brace band iron(22), outer beam support round steel(23), end connect band iron(24)With outer beam end connecting seat (25), China and foreign countries' beam seat of honour(21)For the C-shaped strip sheet metal component in cross section, outer beam main brace band iron(22)For the rectangular bar of steel Plate, the outer beam seat of honour(21)With outer beam main brace band iron(22)Parallel arrangement, outer beam support round steel(23)It is two, two outer beam supports Round steel(23)All it is in that bending forms wavy, two outer beams support round steel(23)Wave crest to be respectively welded at outer beam main brace flat Iron(22)Two long sides, two outer beams support round steel(23)Trough at be respectively welded at the outer beam seat of honour(21)Two wing plates On, the outer beam seat of honour(21)Four ends angles and corresponding outer beam main brace band iron(22)Four end angle respectively pass through weld end connect Connect band iron(24)Support connection, outer beam end connecting seat(25)It is welded on the outer beam seat of honour(21)One end, interior beam assembly(1)From outer Beam assembly(2)Far from outer beam end connecting seat(25)One end stretch into outer beam assembly(2).
6. telescopic support steel girder according to claim 5, which is characterized in that the outer beam main brace band iron(22)Far From outer beam end connecting seat(25)One end be fixedly connected with one piece of limiting plate(221), limiting plate(221)Plate face normal direction and Interior beam assembly(1)Glide direction it is parallel, limiting plate(221)It is equipped with perpendicular to limiting plate(221)Plate face rectangular sliding hole (222), rectangular sliding hole(222)Inside it is interspersed with clapboard(26), clapboard(26)Upper sliding sleeve is connected to locked pin plate(27), clapboard (26)On be closely socketed with follow block(28), locked pin plate(27)It is clipped in limiting plate(221)And follow block(28)Between, interior beam assembly(1) Stretch into outer beam assembly(2)When limiting plate(221), follow block(28)All with interior beam assembly(1)Between have a gap, and locked pin plate(27) Clapboard(26)Driving under be against interior beam assembly(1)On.
7. telescopic support steel girder according to claim 6, which is characterized in that the clapboard(26)Small head end Equipped with for preventing clapboard(26)From limiting plate(221)Rectangular sliding hole(222)The block of middle abjection(261).
CN201810420733.9A 2018-05-04 2018-05-04 A kind of telescopic support steel girder Pending CN108560721A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810420733.9A CN108560721A (en) 2018-05-04 2018-05-04 A kind of telescopic support steel girder

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810420733.9A CN108560721A (en) 2018-05-04 2018-05-04 A kind of telescopic support steel girder

Publications (1)

Publication Number Publication Date
CN108560721A true CN108560721A (en) 2018-09-21

Family

ID=63537753

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810420733.9A Pending CN108560721A (en) 2018-05-04 2018-05-04 A kind of telescopic support steel girder

Country Status (1)

Country Link
CN (1) CN108560721A (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN88201388U (en) * 1988-03-07 1988-12-21 中国国际工程和材料公司脚手架公司 Telescopic scaffold component part
CN2193404Y (en) * 1994-02-23 1995-03-29 翁明志 Alphanumeric extension beam for building form engineering
DE4415843A1 (en) * 1994-05-05 1995-11-09 Thyssen Huennebeck Gmbh Telescopic roof support for shell construction
CN2462023Y (en) * 2001-02-14 2001-11-28 金立 Adjusting brace summer
CN102704677A (en) * 2012-06-27 2012-10-03 江苏正威建设有限公司 Telescopic formwork support beam

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN88201388U (en) * 1988-03-07 1988-12-21 中国国际工程和材料公司脚手架公司 Telescopic scaffold component part
CN2193404Y (en) * 1994-02-23 1995-03-29 翁明志 Alphanumeric extension beam for building form engineering
DE4415843A1 (en) * 1994-05-05 1995-11-09 Thyssen Huennebeck Gmbh Telescopic roof support for shell construction
CN2462023Y (en) * 2001-02-14 2001-11-28 金立 Adjusting brace summer
CN102704677A (en) * 2012-06-27 2012-10-03 江苏正威建设有限公司 Telescopic formwork support beam

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
"工程结构"教材选编小组: "《钢结构 上》", 31 July 1961, 中国工业出版社 *

Similar Documents

Publication Publication Date Title
US8146507B2 (en) Laser-welded crane rail for suspended crabs
US8540466B2 (en) Adjustable bulkhead for a railcar
CN108560721A (en) A kind of telescopic support steel girder
KR101868330B1 (en) Continuous purlin structure for supporting roof
CN204715218U (en) For the formation of the formwork structure of cradle construction Concrete Continuous Box Beam bottom surface fillet
CN209585297U (en) A kind of steel construction assembled beam-column connection structure
CN211114415U (en) Crossbeam for building engineering
US2739822A (en) X-frame construction
CN215055192U (en) Scaffold frame external corner position adjustable support encorbelments
KR101618153B1 (en) Steel Frame Structure with Stiffener
CN207144177U (en) A kind of high-strength building steel node structure
CN104494614B (en) Connecting structure of end wall, side wall and hopper ridge for hopper car
CN208293764U (en) A kind of high strength reinforcement H profile steel structure
KR101268135B1 (en) Hybrid reinforcement h-beam
RU127796U1 (en) ELECTRIC TRANSMISSION LONG-CARRYING STAND (OPTIONS)
CN216893433U (en) Welding-free type walkway plate
CN109083322A (en) A kind of steel construction with curved support frame
CN205617653U (en) Combination girder steel
JP7045245B2 (en) Roof support structure
CN208631270U (en) Without side wall container bending-resistant type bottom side rail
CN212956108U (en) Pier stud bent cap and hollow iron pier stud
CN219993719U (en) Steel structure bracket
JP6038550B2 (en) Reinforcement structure of steel beam made of H-shaped steel
CN216580702U (en) Frame beam body and frame assembly
CN106759902B (en) A kind of bridging type steel construction piece and its making and installation method

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20180921

RJ01 Rejection of invention patent application after publication