CN207032658U - Large-scale girder steel bolt double-clamping-plate modularized mounting structure - Google Patents
Large-scale girder steel bolt double-clamping-plate modularized mounting structure Download PDFInfo
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- CN207032658U CN207032658U CN201720862734.XU CN201720862734U CN207032658U CN 207032658 U CN207032658 U CN 207032658U CN 201720862734 U CN201720862734 U CN 201720862734U CN 207032658 U CN207032658 U CN 207032658U
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Abstract
The utility model provides a large-scale steel beam bolt double-clamping plate modularized mounting structure, which comprises a steel beam and bolt clamping plates, wherein two bolt clamping plates are respectively arranged at two ends of the steel beam, and the two bolt clamping plates are symmetrically arranged at two sides of the web plate in the thickness direction; a plurality of bolt holes distributed in a rectangular array are uniformly formed in the bolt clamping plate, the long edge of the bolt clamping plate is parallel to the end face of the web plate, one long edge of the bolt clamping plate is hinged with the web plate through a hinge, and one side face of the bolt clamping plate can be turned over to be attached to the side face of the web plate where the bolt clamping plate is located; the part of the both ends of web and the laminating of corresponding bolt splint is equipped with a plurality of through-holes the same with bolt hole size. The utility model discloses a two splint of hinged joint bolt realize the installation of girder steel integral type, easy operation, construction convenience, safety, the quality is reliable, and is with low costs, repeatedly usable is applicable to the installation of steel construction girder steel bolt two splint, especially the installation of super high-rise steel construction girder steel bolt two splint.
Description
Technical field
It the utility model is related to technical field of building construction, more particularly to a kind of Large Steel beam bolt double fastener board modular peace
Assembling structure.
Background technology
With the progress faster of national Process of Urbanization Construction, the limitation of land resource, this lifting city and national image, section
About land used, high-rise building that is green, promoting scientific and technological progress are just more and more come among our life.In superelevation
In layer Construction of Steel Structure, for the large-scale girder steel of housing using the bolted bolt weldering node of double plate, floor beam is mainly simple shear plate spiral shell
Tether and connect hinged joint.Traditional approach girder steel when mounted, typically at ground dispensing (bolt clamping plate), and is set up in installation site
Hoisting steel beam after safety measure or platform, independent secondary installing bolt clamping plate and bolt in high-altitude.Girder steel separates with bolt clamping plate
Installation, live substantial amounts of dispensing and tower crane handling work are added, and with soaring, the bolt clamping plate peace of structure construction height
Larger potential safety hazard be present in dress.
Utility model content
For technical problem present in above-mentioned prior art, the utility model provides a kind of Large Steel beam bolt double fastener
Board modular mounting structure, realize that girder steel integral type is installed using hinge connection bolt double plate, it is simple to operate, easy for construction,
Safety, reliable in quality, cost is low, reusable, suitable for the installation of steel construction girder steel bolt double plate, especially Super High
The installation of steel construction girder steel bolt double plate.
The technical solution of the utility model is：A kind of Large Steel beam bolt double plate Modularized installing structure, including girder steel
With bolt clamping plate, the girder steel includes web and two flange plates of the both sides being arranged on the web width direction, institute
The both ends for stating girder steel are each provided with two bolt clamping plates, two bolt clamping plates pair positioned at same one end of the girder steel
Claim the both sides being arranged on the thickness direction of the web；
The bolt clamping plate is rectangular flat board, and the more of rectangular array distribution are evenly arranged with the bolt clamping plate
Individual bolt hole, the long side of the bolt clamping plate is parallel with the end face of the web, the bolt clamping plate wherein long side with
The web is hinged by hinge, the bolt clamping plate is overturn around the axis parallel to its long side, the bolt
One of side of clamping plate can overturn the position being bonded to the side with the web where it, and the side of bolt clamping plate
The area being bonded with the side of the web where it is a part for the side of the bolt clamping plate；
Two ends of the web are provided with and the bolt hole size phase with the part that corresponding bolt clamping plate is bonded
Same multiple through holes, when the bolt clamping plate is bonded with the side of the web where it, all through holes and spiral shell of fitting part
The position of keyhole corresponds.
As preferred：When the bolt clamping plate is bonded with the side of the web where it, the web closes on the bolt
The end face of clamping plate is placed exactly in the midline of the width of the bolt clamping plate.
As preferred：The both ends of one of flange plate are provided with location-plate.
As preferred：The wide centre in both ends of the web is narrow, and the wherein side on the width of the web is long straight
Shape, shape of the opposite side in both ends to intermediate, inclined bending transition, two flange plates are respectively the width with the web
On both sides form fit the first flange plate and the second flange plate, first flange plate is flat board, second flange plate
For bending plate.
As preferred：The location-plate is arranged on the outside of first flange plate.
As preferred：The location-plate has the location division of the end of the first flange plate where stretching out, the location division
With the locating surface concordant with the lateral surface of first flange plate.
As preferred：The hanger for being lifted is additionally provided with the girder steel.
As preferred：Each bolt clamping plate is connected by least two hinges with the web.
As preferred：The hinge is made up of base joint, rotary connector and wheel shaft, the base joint welding
Be fixed on the web, the rotary connector is weldingly fixed on the bolt clamping plate, the base joint with it is described
Corresponding pin-and-hole is provided with rotary connector, the wheel shaft forms the base joint through pin-and-hole and is rotatably connected with described
It is be hinged between part.
As preferred：The wheel shaft is bearing pin or bolt.
The beneficial effects of the utility model are：The utility model realizes girder steel integral type using hinge connection bolt double plate
Installation, factory's concentration pre-casting set bores, girder steel bolt clamping plate integrally assembles, the fabrication and installation integration mode of live Fast Installation,
The measure input and workload of high-altitude spiral shell clamping plate secondary installing are avoided, the use of Vierendeel girder top flange location-plate, is effectively reduced
Secondary correction workload, the First Pass Yield for ensuring bolt, realize Fast Installation, improve efficiency of construction, though increase is on a small quantity arranged
Material is applied, but advantages are installed, it is overall to save construction cost, and greatly improve production efficiency, save the duration and ensure to construct
Safety；The installation of large-scale girder steel is carried out using the utility model, simple to operate, easy for construction, safety, reliable in quality, cost is low,
It is reusable, suitable for the installation of steel construction girder steel bolt double plate, especially super high steel structure girder steel bolt double plate
Installation.
Brief description of the drawings
, below will be to embodiment in order to illustrate more clearly of the utility model embodiment or technical scheme of the prior art
Or the required accompanying drawing used is briefly described in description of the prior art, it should be apparent that, drawings in the following description are only
It is some embodiments of the utility model, for those of ordinary skill in the art, is not paying the premise of creative work
Under, other accompanying drawings can also be obtained according to these accompanying drawings.
Fig. 1 is the structural representation of the embodiment of the present invention；
Fig. 2 be in Fig. 1 A-A to sectional view；
Fig. 3 is the profile at B-B in Fig. 1；
Fig. 4 is the structural representation of girder steel end in the embodiment of the present invention；
Fig. 5 is the partial schematic diagram of the embodiment of the present invention；
Fig. 6 is the partial schematic diagram of another angle of the embodiment of the present invention；
Fig. 7 is hinge Force Calculation schematic diagram；
Fig. 8 is steel girder erection schematic diagram.
11, web in figure；12nd, the first flange plate；13rd, the second flange plate；14th, location-plate；141st, locating surface；15th, hanger；
2nd, bolt clamping plate；3rd, hinge；31st, base joint；32nd, rotary connector.
Embodiment
, below will be to technology of the present utility model to make the purpose of this utility model, technical scheme and advantage clearer
Scheme is described in detail.Obviously, described embodiment is only the utility model part of the embodiment, rather than all
Embodiment.
Therefore, the detailed description of the embodiment of the present utility model to providing in the accompanying drawings is not intended to limit requirement below
The scope of the utility model of protection, but it is merely representative of selected embodiment of the present utility model.Based in the utility model
Embodiment, the every other embodiment that those of ordinary skill in the art are obtained under the premise of creative work is not made,
Belong to the scope of the utility model protection.
It should be noted that：Similar label and letter represents similar terms in following accompanying drawing, therefore, once a certain Xiang Yi
It is defined, then it further need not be defined and explained in subsequent accompanying drawing in individual accompanying drawing.
In description of the present utility model, it is to be understood that the orientation of the instruction such as term " on ", " under ", "left", "right"
Or position relationship be based on orientation shown in the drawings or position relationship, or the utility model product using when usually put
Orientation or position relationship, or the orientation that usually understands of those skilled in the art or position relationship, are for only for ease of description
The utility model and simplified description, rather than indicate or imply that signified equipment or element must be with specific orientation, Yi Te
Fixed azimuth configuration and operation, therefore it is not intended that to limitation of the present utility model.
In description of the present utility model, it is also necessary to which explanation, unless otherwise clearly defined and limited, term " are set
Put ", " installation " should be interpreted broadly, for example, it may be being fixedly connected or being detachably connected, or be integrally connected.It is right
For one of ordinary skill in the art, concrete meaning of the above-mentioned term in the utility model can be understood with concrete condition.
To ensure construction safety, accelerating construction progress, construction cost is saved, overcomes traditional method shortcoming, this technology is being examined
Under the characteristic of itself for considering double bolt clamping plates, by way of hinge is set between steel beam web plate and bolt clamping plate, make steel
Beam is integrally formed component with bolt clamping plate, realizes integrative installation technology, ensures safe efficient, operation of the girder steel in installing engineering
Simply, construction cost and duration have been saved.The Large Steel beam bolt double plate integral modular that maturation is formd through summarizing is applied
Work technology.
Fig. 1 is the structural representation of the embodiment of the present invention；Fig. 2 be in Fig. 1 A-A to sectional view；Fig. 3 is in Fig. 1 at B-B
Profile.
As shown in Figure 1 to Figure 3, the utility model embodiment provides a kind of Large Steel beam bolt double fastener board modular installation
Structure, including girder steel and bolt clamping plate 2, girder steel include two of web 11 and the both sides being arranged on the width of web 11
Flange plate.
Optionally embodiment, the wide centre in both ends of web 11 is narrow, the wherein side on the width of web 11
For long straight, shape of the opposite side in both ends to intermediate, inclined bending transition, two flange plates are respectively the width with web 11
The first flange plate 12 and the second flange plate 13 of both sides form fit on direction, the first flange plate 12 are flat board, second edge of a wing
Plate 13 is bending plate.When mounted, the first flange plate 12 is located at the top of the second flange plate 13.Web 11 uses the wide centre in both ends
Narrow structure, can increase the bonding strength of girder steel both ends connecting node, while by the structure of the second flange plate 13 to girder steel
Overall structure can also play a part of reinforcement, the second flange plate 13 makes the bottom of girder steel form the support knot of similar arch
Structure, girder steel is more reasonably distributed load after mounting, ensure that the support strength of girder steel.
Optionally embodiment, as shown in figure 1, being provided with location-plate 14 at the both ends of the first flange plate 12.It is fixed
Position plate 14 is arranged on the outside of the first flange plate 12, i.e., when carrying out the installation of girder steel, location-plate 14 is located at the top of girder steel.
Fig. 4 is the structural representation of girder steel end in the embodiment of the present invention.
Optionally embodiment, as shown in figure 4, location-plate 14 has the end of the first flange plate 12 where stretching out
Location division, location division has the locating surface 141 concordant with the lateral surface of the first flange plate 12.Realized by locating surface 141
With the positioning between steel column bracket, while location-plate 14 also acts as the anti-fall effect during steel girder erection.
Optionally embodiment, as shown in figure 1, being additionally provided with the hanger 15 for being lifted on girder steel.Hanger
15 be two, is weldingly fixed on the lateral surface of the first flange plate 12, and two hangers 15 are symmetricly set on the two of the first flange plate 12
Between end.
As depicted in figs. 1 and 2, the both ends of girder steel are each provided with two bolt clamping plates 2, i.e. every one end of girder steel is double fastener
Plate.Two bolt clamping plates 2 positioned at same one end of girder steel are symmetricly set on the both sides on the thickness direction of web 11.
Fig. 5 is the partial schematic diagram of the embodiment of the present invention；Fig. 6 is that the embodiment of the present invention is bowed the partial schematic diagram of sectional view.
As shown in Figure 5 and Figure 6, bolt clamping plate 2 is rectangular flat board, and rectangular battle array is evenly arranged with bolt clamping plate 2
Multiple bolts hole of column distribution, the long side of bolt clamping plate 2 is parallel with the end face of web 11, the long side wherein of bolt clamping plate 2
It is be hinged by hinge 3 with web 11, bolt clamping plate 2 is overturn around the axis parallel to its long side, bolt clamping plate 2
One of side can overturn the position being bonded to the side with the web 11 where it, and the side of bolt clamping plate 2 with
The area of the side fitting of web 11 where it is a part for the side of bolt clamping plate 2.
Optionally embodiment, when bolt clamping plate 2 is bonded with the side of the web 11 where it, web 11 closes on
The end face of the bolt clamping plate 2 is placed exactly in the midline of the width of the bolt clamping plate 2.So that bolt clamping plate 2 is pacified in girder steel
Load can be fifty-fifty born after dress.
Two ends of web 11 are provided with more with bolt hole size identical with the part that corresponding bolt clamping plate 2 is bonded
Individual through hole, when bolt clamping plate 2 is bonded with the side of the web 11 where it, the position of all through holes and bolt hole of fitting part
Put one-to-one corresponding.
Optionally embodiment, each bolt clamping plate 2 are connected by least two hinges 3 with web 11.Due to spiral shell
The total weight in installation process of bolt clamping plate 2 is undertaken by hinge 3, therefore the quantity of the arrangement of hinge 3 is by the weight meter of bolt clamping plate 2
Calculate and determine.Usual 2 most heavy monolithic of bolt clamping plate reaches 392KG, can meet to require using 3 connections of hinge 3.
Optionally embodiment, as shown in Figure 5 and Figure 6, hinge 3 is by base joint 31, the and of rotary connector 32
Wheel shaft composition (not shown), base joint 31 are weldingly fixed on web 11, and rotary connector 32 is weldingly fixed on bolt clip
On plate 2, base joint 31 forms base joint with being provided with corresponding pin-and-hole, wheel shaft on rotary connector 32 through pin-and-hole
It is be hinged between 31 and rotary connector 32.
Optionally embodiment, wheel shaft are bearing pin or bolt.
It should be noted that in the case where not conflicting, the spy in embodiment and/or embodiment in the utility model
Sign can be combined with each other.
Crossbeam of the present utility model is horizontal positioned in processing and installation process, and the first flange plate 12 is in second wing
The top of listrium 13.Processing of the present utility model and installation process comprise the following steps：
Step 1：The design processing of hinge 3
The design of hinge 3 mainly considers its stability under loading, simple to operate, does not influence structure normal function.Material purchases side
Just, processing is made simply, quality control is easily achieved.
Hinge 3 uses thickness as 20mm, and material Q345B steel plate makes.It is divided into three parts composition：One is to be welded on steel
Base joint 31 on web 11, two is are welded on the rotary connector 32 on bolt clamping plate 2, and three between two connectors
M14 bearing pin (or bolt)；In the function and structure, needed between two connectors (base joint 31 and rotary connector 32)
Reserved 2mm gaps, while base joint 31 need to be below rotary connector 32, the pin-and-hole both during for adjusting installation bolt
The difference of interdigit；Wheel shaft of the bearing pin (or bolt) as rotation.When wheel shaft uses bolt, ensure that nut under, is screwed onto nut
Contact base joint 31.
Base joint 31 and the processing of rotary connector 32 use Numerical control cutting, and fixture by base joint 31 or rotates
Unified drilling is carried out after 32 batches of clamping of connector.
The total weight in installation process of bolt clamping plate 2 is undertaken by hinge 3, and the quantity that hinge 3 is arranged is by bolt clamping plate 2
Weight, which calculates, to be determined.The most heavy most heavy monolithic of bolt clamping plate 2 reaches 392KG, can meet to require using 3 connections of hinge 3.
Fig. 7 is the Force Calculation schematic diagram of hinge 3.
As shown in fig. 7, according to different operating modes, it is lower individually to list the maximum weighted numerical value of hinge 3.
The horizontal direction force max of hinge 3：Fa=Fb=Fc=1962.5N
The vertical applied force max of hinge 3：Fa=Fb=Fc=1274N
The weld seam of hinge 3 is cut checking computations：Fy >=N/nhe*lw≤[fw]=2.18N/mm2≤[200], weld strength meet.
The bearing capacity of bolt is provided to calculate by following equation：τ=4F/ (π ы 2)≤[τ]=12.75≤[140]
Stressed bolt bearing capacity meets to require.
Step 2:Bolt clamping plate 2 is with brill
Because large-scale steel beam joint bolt quantity is more, up to 128 when the single bolt hole count of bolt clamping plate 2 is most.To be true
The drilling precision and efficiency of bolt clamping plate 2 are protected, the standard component of bolt clamping plate 2 is first fabricated separately before drilling, then bolt clamping plate 2 is existed
Carry out matching somebody with somebody on radial drill and drill hole.The bolt clamping plate 2 that polylith matches is stacked together, is placed on drilling machine and is fixed with pressing plate
Afterwards, it is another with drilling after being positioned using the standard component of bolt clamping plate 2, it is ensured that the bolt clamping plate 2 matched in single batch makes
Error is identical, reaches the effect for improving bolt penetration hole rate.
Step 3：Steel beam web plate 11 drills
When steel beam web plate 11 drills, the supporting bolt clamping plate 2 for having completed drilling is matched simultaneously with steel beam web plate 11
With clamp, set brill is then carried out, forms a unified drilling batch, 11 sets of steel beam web plate need to carry out preboring positioning when boring
Prevent from damaging the hole wall of bolt clamping plate 2.Realize and checked oneself certainly between formation process between the bolt clamping plate 2 of drilling and the drilling of steel beam web plate 11
Inspection.
Step 4：Bolt clamping plate 2 assembles
After the completion of the drilling of steel beam web plate 11, upset bolt clamping plate 2 is assembled, bolt clamping plate 2 and girder steel abdomen during assembling
Plate 11 is fixed using refined rushing and bolt, it is ensured that hole position aligns, realize that steel beam web plate 11 drills, bolt clamping plate 2 assembles and
Hinge 3 is assemblied in same workshop section and completed, and avoids Secondary Transport.
Step 5：Hinge 3 assembles
The assembling of hinge 3 is inserted during girder steel bolt clamping plate 2 assembles, the rigging position of hinge 3 is in strict accordance with in-depth
Design drawing carry out, avoid position offset after influence high-strength bolt end twist.Ensure that pin-and-hole passes through pin on hinge 3 after positioning
After axle (or bolt) and situation without interim card, then it is welded and fixed, striking position must avoid on hinge 3 during welding
Striking arc crater is caused on component mother metal.Finally remaining welding will be continued to complete after bolt clamping plate 2 and girder steel partition, welded in title
Prevent from welding deformation using CO2 gas shielded arc welding small current weldings and prevent from splashing to influence high-strength bolt rubbing surface quality.Hinge
Bolt clamping plate 2 assembles together with girder steel part again after the completion of chain 3 welds, and is fixed two bolt clamping plates 2 with installation bolt.
Step 6：Packing and transporting
All production process are completed and after impeller blasting, girder steel are packed.Using waste and old drawing and adhesive tape by bolt
After carrying out paint spraying after clamping plate 2 and weld seam parcel, component entrucking that girder steel and bolt clamping plate 2 are integrally formed be sent to scene with
It is to be installed.Avoid traditional mode from individually numbering connecting plate to pack, installed again after matching board after checking after showing up.
Step 7：Colligation is lifted by crane
Before girder steel colligation, node location packing adhesive tape and wrapping paper are removed, clears up steel beam surface dirt；To producing floating rust
Connecting plate and rubbing surface derusted before lifting, open bolt clamping plate 2, the safety of school inspection hinge 3 and function is complete again
Standby situation, packages installation bolt with instrument and ties, after having drawn safety rope and having slipped rope, 2 colligation liftings.
Step 8：Installation in place
Fig. 8 is steel girder erection schematic diagram.
After girder steel is lifted near installation site, operating personnel are by slipping the stable girder steel of rope, adjustment girder steel both ends inner side
Two open angles of bolt clamping plate 2, from outer lateral Center-Periphery Structure direction translation installation.As shown in figure 8, after in place, tower crane off the hook
After contacting steel column bracket to girder steel both ends location-plate 14, bolt clamping plate 2 is closed, installation bolt is put on and realizes that girder steel is modular integrated
Formula is installed.Coordinate adjusting hole away from, it is ensured that common installation bolt quantity by must not be less than using punch hole joint devious
The 30% of node bolt sum, and must not be less than two or by number of computations.
Step 9：High-strength bolt is constructed
After the steel girder erection in a framework finishes to form stable frame, in time measurement correction, then replace installation it is high-strength
Bolt.High-strength bolt is forbidden to penetrate by force when installing.When that can not freely pass into, coordinate rushing adjustment or reamer finishing, finishing
Aperture afterwards cannot be greater than 1.2 times of high-strength bolt diameter.High-strength bolt needs to twist eventually again after first just twisting, and first screwing torque is turned round for construction
50% or so of square, and in the way of central order is outwards tightened, and complete to twist eventually within 24h hours.
It is described above, only specific embodiment of the present utility model, but the scope of protection of the utility model is not limited to
In this, any one skilled in the art can readily occur in change in the technical scope that the utility model discloses
Or replace, it should all cover within the scope of protection of the utility model.Therefore, the scope of protection of the utility model should be with the power
The protection domain that profit requires is defined.
Claims (10)
1. a kind of Large Steel beam bolt double plate Modularized installing structure, including girder steel and bolt clamping plate (2), the girder steel include
Web (11) and two flange plates of the both sides being arranged on the web (11) width, it is characterised in that：The steel
The both ends of beam are each provided with two bolt clamping plates (2), two bolt clamping plates (2) positioned at same one end of the girder steel
The both sides being symmetricly set on the thickness direction of the web (11)；
The bolt clamping plate (2) is rectangular flat board, and rectangular array distribution is evenly arranged with the bolt clamping plate (2)
Multiple bolts hole, the long side of the bolt clamping plate (2) is parallel with the end face of the web (11), and the bolt clamping plate (2) is at it
In long side it is be hinged by hinge (3) with the web (11), make the bolt clamping plate (2) can be around parallel to its long side
Axis is overturn, and one of side of the bolt clamping plate (2) can be overturn to the side with the web (11) where it
The position of fitting, and the area that the side of bolt clamping plate (2) is bonded with the side of the web (11) where it is the bolt
A part for the side of clamping plate (2)；
Two ends of the web (11) are provided with and the bolt hole size with the part that corresponding bolt clamping plate (2) is bonded
The multiple through holes of identical, when the bolt clamping plate (2) is bonded with the side of the web (11) where it, fitting part owns
The position of through hole and bolt hole corresponds.
2. Large Steel beam bolt double plate Modularized installing structure according to claim 1, it is characterised in that：When the spiral shell
When bolt clamping plate (2) is bonded with the side of the web (11) where it, the web (11) is closing on the end face of the bolt clamping plate (2) just
It is located at the midline of the width of the bolt clamping plate (2) well.
3. Large Steel beam bolt double plate Modularized installing structure according to claim 1, it is characterised in that：One of them
The both ends of flange plate are provided with location-plate (14).
4. Large Steel beam bolt double plate Modularized installing structure according to claim 3, it is characterised in that：The web
(11) the wide centre in both ends is narrow, and the wherein side on the width of the web (11) is long straight, opposite side in both ends extremely
Intermediate, inclined bends the shape of transition, and two flange plates are respectively to match somebody with somebody with the both sides shape on the width of the web (11)
The first flange plate (12) and the second flange plate (13) closed, first flange plate (12) are flat board, second flange plate
(13) it is bending plate.
5. Large Steel beam bolt double plate Modularized installing structure according to claim 4, it is characterised in that：The positioning
Plate (14) is arranged on the outside of first flange plate (12).
6. Large Steel beam bolt double plate Modularized installing structure according to claim 5, it is characterised in that：The positioning
Plate (14) has the location division of the end of the first flange plate (12) where stretching out, and the location division has and first edge of a wing
The concordant locating surface (141) of the lateral surface of plate (12).
7. Large Steel beam bolt double plate Modularized installing structure as claimed in any of claims 1 to 6, its feature
It is：The hanger (15) for being lifted is additionally provided with the girder steel.
8. Large Steel beam bolt double plate Modularized installing structure as claimed in any of claims 1 to 6, its feature
It is：Each bolt clamping plate (2) is connected by least two hinges (3) with the web (11).
9. Large Steel beam bolt double plate Modularized installing structure as claimed in any of claims 1 to 6, its feature
It is：The hinge (3) is made up of base joint (31), rotary connector (32) and wheel shaft, the base joint (31)
It is weldingly fixed on the web (11), the rotary connector (32) is weldingly fixed on the bolt clamping plate (2), the base
Seat connector (31) forms the base with being provided with corresponding pin-and-hole, the wheel shaft on the rotary connector (32) through pin-and-hole
It is be hinged between seat connector (31) and the rotary connector (32).
10. Large Steel beam bolt double plate Modularized installing structure according to claim 9, it is characterised in that：The wheel
Axle is bearing pin or bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720862734.XU CN207032658U (en) | 2017-07-14 | 2017-07-14 | Large-scale girder steel bolt double-clamping-plate modularized mounting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720862734.XU CN207032658U (en) | 2017-07-14 | 2017-07-14 | Large-scale girder steel bolt double-clamping-plate modularized mounting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207032658U true CN207032658U (en) | 2018-02-23 |
Family
ID=61464483
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720862734.XU Expired - Fee Related CN207032658U (en) | 2017-07-14 | 2017-07-14 | Large-scale girder steel bolt double-clamping-plate modularized mounting structure |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110469051A (en) * | 2019-07-23 | 2019-11-19 | 江西省富煌钢构有限公司 | A kind of Steel section member for being conducive to cut down steel construction piece node stress |
| CN110541476A (en) * | 2019-08-01 | 2019-12-06 | 中国华冶科工集团有限公司 | steel beam butt joint method and steel clamping plate for steel beam butt joint |
| CN111980296A (en) * | 2020-08-10 | 2020-11-24 | 中国十七冶集团有限公司 | Solid-web type horizontal steel beam high-altitude installation temporary fixing structure and implementation method |
| CN112376691A (en) * | 2020-10-30 | 2021-02-19 | 中冶(上海)钢结构科技有限公司 | Construction method for H-shaped steel beam bolt joint |
| CN112663498A (en) * | 2020-11-19 | 2021-04-16 | 中铁二局集团有限公司 | Quick installation and closure construction method for splicing plates of steel beam bolting closure section |
| CN113829007A (en) * | 2021-09-09 | 2021-12-24 | 中车石家庄车辆有限公司 | End-widening type single-piece middle beam and manufacturing method thereof |
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2017
- 2017-07-14 CN CN201720862734.XU patent/CN207032658U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110469051A (en) * | 2019-07-23 | 2019-11-19 | 江西省富煌钢构有限公司 | A kind of Steel section member for being conducive to cut down steel construction piece node stress |
| CN110541476A (en) * | 2019-08-01 | 2019-12-06 | 中国华冶科工集团有限公司 | steel beam butt joint method and steel clamping plate for steel beam butt joint |
| CN111980296A (en) * | 2020-08-10 | 2020-11-24 | 中国十七冶集团有限公司 | Solid-web type horizontal steel beam high-altitude installation temporary fixing structure and implementation method |
| CN112376691A (en) * | 2020-10-30 | 2021-02-19 | 中冶(上海)钢结构科技有限公司 | Construction method for H-shaped steel beam bolt joint |
| CN112663498A (en) * | 2020-11-19 | 2021-04-16 | 中铁二局集团有限公司 | Quick installation and closure construction method for splicing plates of steel beam bolting closure section |
| CN113829007A (en) * | 2021-09-09 | 2021-12-24 | 中车石家庄车辆有限公司 | End-widening type single-piece middle beam and manufacturing method thereof |
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