CN107857186A - A kind of truss support - Google Patents

A kind of truss support Download PDF

Info

Publication number
CN107857186A
CN107857186A CN201711187029.5A CN201711187029A CN107857186A CN 107857186 A CN107857186 A CN 107857186A CN 201711187029 A CN201711187029 A CN 201711187029A CN 107857186 A CN107857186 A CN 107857186A
Authority
CN
China
Prior art keywords
truss
support
casting die
connecting portion
side block
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
CN201711187029.5A
Other languages
Chinese (zh)
Other versions
CN107857186B (en
Inventor
符立峰
董洋洋
庞骋
郝芷琦
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.)
SJEC Corp
Original Assignee
SJEC Corp
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 SJEC Corp filed Critical SJEC Corp
Priority to CN201711187029.5A priority Critical patent/CN107857186B/en
Publication of CN107857186A publication Critical patent/CN107857186A/en
Application granted granted Critical
Publication of CN107857186B publication Critical patent/CN107857186B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66BELEVATORS; ESCALATORS OR MOVING WALKWAYS
    • B66B23/00Component parts of escalators or moving walkways
    • 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
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/50Photovoltaic [PV] energy

Landscapes

  • Escalators And Moving Walkways (AREA)

Abstract

The present invention discloses a kind of truss support, for fix the first truss and overlay first truss top the second truss, the truss support includes being used for the upper casting die for compressing second truss, for supporting second truss and for compressing the connector of first truss and support member for supporting first truss, the upper casting die and the support member are fixedly connected by fastening assembly with the connector respectively, the upper casting die, one or more of the connector and the support member are provided with side block portion, the side block portion is used to limit the position of first truss and second truss in the direction of the width;Truss support provided by the invention, parts are few, easy for installation, and the escalator of fractionation or moving sidewalk can be carried out to stacking transport, save cost of transportation, can be adjusted using number and using height according to being actually needed, versatile.

Description

A kind of truss support
Technical field
The present invention relates to escalator or moving sidewalk field, it is provided in particular in a kind of being used for escalator or from moving Truss support on trade.
Background technology
When escalator or very big moving sidewalk hoisting depth, escalator or moving sidewalk can carry out segmentation life Production and transport;Simultaneously because conveying arrangement(Such as container)The limitation of size, for Lifting Convey efficiency and the profit of container Placed with rate, it is necessary to which the truss of multiple escalators or moving sidewalk is stacked.
The content of the invention
It is an object of the invention to provide a kind of truss support, realize to stacking the escalator placed and from moving row The fixation of the truss in road.
In order to achieve the above object, the present invention provides a kind of truss support, for fixing the first truss and overlaying described Second truss of the top of the first truss, it is characterised in that the truss support includes:
Upper casting die, the upper casting die are used to compress second truss;
Connector, the connector are used to support second truss and for compressing first truss;
Support member, the support member are used to support first truss;
The upper casting die and the support member are fixedly connected by fastening assembly with the connector respectively, the upper casting die, institute State one or more of connector and the support member and be provided with side block portion, the side block portion be used to limiting first truss and The position of second truss in the direction of the width.
Heretofore described truss support is coordinated by upper casting die and connector realizes the second truss for being pointed to top It is fixed, realize the fixation for the first truss for being pointed to lower section by the cooperation of connector and support member, the setting in side block portion can be with Prevent truss to be subjected to displacement on the width of its own, while realized pair by frictional force on the length direction of truss The fixation of truss.Length direction of multiple truss supports along truss, which is arranged at intervals, can be achieved to the first stacked mutually purlin Frame and the second truss are fixedly secured.Truss support in the present invention can be realized to be realized admittedly to multiple truss stacked mutually It is fixed, however it is not limited to the truss of two stackings.The fastening assembly being previously mentioned in the present invention can be known can arbitrarily rise tightly Admittedly the workpiece acted on, including but not limited to pin, bolt assembly etc..
Preferably, the upper casting die includes upper left side stopper, pressure section, upper right side block portion and the upper company being fixedly connected sequentially Socket part, the upper connecting portion offer the through hole being adapted to the fastening assembly, the upper casting die by the upper connecting portion with The connector is fixedly connected.The upper left side stopper and the upper right side block portion are all the part in the side block portion, respectively Position for the left and right directions to second truss is defined.Made respectively with the both ends of truss length direction in the present invention For front and rear, the both ends of truss width are respectively left and right, for convenience of explanation, the orientation in truss support It is defined by the orientation of truss, using for " left and right " can not be as the description for limiting the scope of the present invention, same truss support Particular location in fixed truss of left side and right side left and right exchange may occur.The quantity of the through hole can be one It is individual or multiple, it is preferable that the quantity at least two of the through hole.
It is further preferred that the upper left side stopper is vertically arranged with the upper right side block portion, the pressure section and described Connecting portion is horizontally disposed with, and the upper casting die is in integrally " 2 " type.The length of the upper left side stopper is less than the upper right side block portion Length, between upper each portion of casting die can the type of attachment known to welding etc. be fixedly connected, the upper casting die can also be Integrally formed bending part.
Preferably, the connector includes upper support board, connecting portion and the bottom branch being fixedly connected sequentially from top to bottom Fagging, the upper support board and the lower support plate offer the first perforation and the being adapted to the fastening assembly respectively Two perforation, the upper casting die and the support member pass through the fastening with the upper support board and the lower support plate respectively Component is fixedly connected.The quantity of first perforation can also be any number of number.Biperforate quantity can be with For one or more, it is preferable that biperforate quantity at least two.
It is further preferred that the upper support board away from described first perforation one end towards away from the connecting portion side Upper left side stopper in being formed is stretched out to bending, the lower support plate is away from described biperforate one end towards away from the connection The direction bending in portion is stretched out to be formed in bottom left side block portion.The middle upper left side stopper and the middle bottom left side block portion are all the side A part for stopper, it is respectively used to limit the position of second truss and first truss in the direction of the width.In described Upper left side stopper protrudes the height of the upper support board and the middle bottom left side block portion protrudes the height of the lower support plate Less than the thickness of the chord member of truss.
It is further preferred that the connecting portion is channel-section steel, the both ends of the length direction of the channel-section steel respectively with the top The back side of supporting plate and the back side of the lower support plate are fixedly connected.The positive and described lower support of the upper support board The front of plate is respectively the working face contradicted with truss.Further, in order to lift supporting efficiency, in the vertical direction is described The extended line of the length direction of channel-section steel is each passed through the upper casting die and is used to compress the working position of the truss and the branch Support member is used for the working position for supporting the truss.
It is further preferred that the support member includes bottom left side block portion, supporting part, the bottom right side block portion being fixedly connected sequentially And lower connecting portion, the lower connecting portion offer the perforate being adapted to the fastening assembly, the support member passes through the lower company Socket part is fixedly connected with the connector.The quantity of the perforate can also be any amount.
It is further preferred that the bottom left side block portion is vertically arranged with the bottom right side block portion, the supporting part and described Lower connecting portion is horizontally disposed with, and the support member is in integrally " J " type.The length in the bottom left side block portion is less than the bottom right side block portion Length, between each portion of support member can the connected mode known to welding etc. be fixedly connected, the support member can also It is integrally formed bending part.
It is further preferred that one or more of the upper casting die, the connector and described support member are additionally provided with use In the reinforcement of enhancing structure intensity.
Preferably, the structure and size of the upper casting die and the support member are identical, facilitate large-scale production, will during assembling The upper casting die is symmetrically installed with the support member relative to the horizontal plane of excessively described connector in minute surface, efficient quick.
Beneficial effects of the present invention have:
The present invention provides a kind of truss support, and parts are few, easy for installation, can be by the escalator or moving sidewalk of fractionation Stacking transport, save cost of transportation, using number and using height can be adjusted according to being actually needed, it is versatile.
Meanwhile the upper casting die and supporting piece structure of truss support and size are identical in the present invention, accomplish scale production, only It need to greatly improve production efficiency and installation effectiveness in the interim assembling in superposition scene, reduce production cost.
Below in conjunction with the drawings and specific embodiments, the present invention will be further described.
Brief description of the drawings
Fig. 1 is the truss structure schematic diagram of escalator or moving sidewalk equipped with the truss support in the present invention;
Fig. 2 is equipped with the escalator of truss support or the Partial enlarged side view of moving sidewalk in the present invention;
Fig. 3 is the truss support dimensional structure diagram in the present invention.
In accompanying drawing, 11- upper left side stoppers;12- pressure sections;The upper right side block portions of 13-;The upper connecting portions of 14-;210- upper supports Plate;Upper left side stopper in 211-;22- connecting portions;230- lower support plates;Bottom left side block portion in 231-;31- bottom left side blocks portion; 32- supporting parts;33- bottom right side blocks portion;Connecting portion under 34-;The truss of 41- first;411- lower booms;The truss of 42- second;On 421- Chord member;5- bolt assemblies;6- reinforcements.
Embodiment
The present invention can be further well understood by the specific embodiment of invention now given below, but they are not Limitation of the invention.
As Figure 1-3, the truss support in the present embodiment, for fixing the first truss 41 and overlaying the first truss 41 Top the second truss 42, the first truss 41 includes lower boom 411, and the second truss 42 includes top boom 421, truss support point It is not fixedly connected with lower boom 411 and top boom 421.Top boom 421 and lower boom 411 are respectively to have vertical wall and horizontal wall Angle steel.Upper casting die that the truss support includes being used to compress the second truss 42, the second truss 42 and it is used for for supporting Compress the connector of the first truss 41 and the support member for supporting the first truss 41.The upper casting die and the support member point It is not fixedly connected by bolt assembly 5 with the connector, also setting in the upper casting die, the connector and the support member There is the side block portion for limiting the position of the first truss 41 and the second truss 42 in the direction of the width.
In the present embodiment, the upper casting die includes upper left side stopper 11, pressure section 12, the upper right side block being fixedly connected sequentially Portion 13 and upper connecting portion 14, offer two through holes being adapted to bolt assembly 5 on upper connecting portion 14, upper left side stopper 11 with it is upper Right side stopper 13 is vertically arranged, and pressure section 12 and connecting portion 14 are horizontally disposed, and the entirety that the upper casting die is formed in one is in " 2 " The bending part of type, it is designed with being used to increase at the back side of upper left side stopper 11, pressure section 12, upper right side block portion 13 and upper connecting portion 14 The reinforcement 6 of strong structure intensity, length direction extension of the reinforcement 6 along bending part, two have been arranged side by side in its width Reinforcement 6;The support member includes bottom left side block portion 31, supporting part 32, bottom right side block portion 33 and the lower company being fixedly connected sequentially Socket part 34, the lower connecting portion offer and two through holes being adapted to bolt assembly 5, bottom left side block portion 31 and bottom right side block portion 33 are vertically arranged, and supporting part 32 and lower connecting portion 34 are horizontally disposed, and the entirety that the support member is formed in one is in the folding of " J " type Comer pieces, it is provided with the back side of bottom left side block portion 31, supporting part 32, bottom right side block portion 33 and lower connecting portion 34 strong for enhancing structure The reinforcement 6 of degree, length direction extension of the reinforcement 6 along bending part, two reinforcements 6 have been arranged side by side in its width. The size and structure of the upper casting die and the support member are identical, now, upper left side stopper 11 and bottom left side block portion 31, pressure section 12 is corresponding respectively with supporting part 32, upper right side block portion 13 and bottom right side block portion 33 and upper connecting portion 14 and lower connecting portion 34, described Upper casting die is symmetrical in minute surface relative to the horizontal plane of excessively described connector with the support member.Upper left side stopper 11 and top boom 421 vertical wall is adapted, and bottom left side block portion 31 is adapted with the vertical wall of lower boom 411, upper right side block portion 13 and lower right side The back side of the stopper 33 respectively with the back side of the vertical wall of top boom 421 and the vertical wall of lower boom 411 is adapted.
Connector includes upper support board 210, connecting portion 22 and the lower support plate being fixedly connected sequentially from top to bottom 230, upper support board 210 and lower support plate 230 offer the first perforation being adapted to bolt assembly 5 and second worn respectively Hole, the first perforation and biperforate set-up mode and quantity are identical with through hole in the present embodiment.Upper support board 210 is away from institute State one end of the first perforation stretched out towards the direction bending away from connecting portion 22 to be formed in upper left side stopper 211, lower support plate 230 Away from described biperforate one end towards away from connecting portion 22 direction bending stretch out to be formed in bottom left side block portion 231.In a upper left side Side block portion 211 is adapted with the side of the horizontal wall of top boom 421, middle bottom left side block portion 231 and the horizontal wall of lower boom 411 One end is adapted.Connecting portion 22 is channel-section steel, the both ends of the length direction of the channel-section steel respectively with the back side of upper support board 210 and The back side of lower support plate 230 is fixedly connected.Upper support board 210 front and lower support plate 230 front be respectively with The working face that truss contradicts.Further, in order to lift supporting efficiency, in the vertical direction, the length direction of the channel-section steel It is described for supporting for the working position and the support member for compressing the truss that extended line is each passed through the upper casting die The working position of truss, i.e., overlapped with top boom 421 and lower boom 411 in the projection of horizontal plane.
When needing installation, multiple support members are placed on to the correspondence position of the lower boom 411 of the first truss 41, then will Connector is fixedly connected by bolt assembly 5 with support member so that lower boom 411 is fully wrapped around by support member and connector;Will The top boom 421 of second truss 42 is placed on the correspondence position of multiple connectors on the first truss 41, and upper casting die is placed on The position of corresponding top boom 421, upper casting die is fixedly connected with connector with bolt assembly 5, that is, realizes the first truss 41 And second truss 42 it is stacked.
The present invention provides a kind of truss support, and parts are few, easy for installation, can be by the escalator of fractionation or from moving The stacking transport on trade, saves cost of transportation, can be adjusted using number and using height according to being actually needed, versatility By force., only need to be meanwhile the upper casting die and supporting piece structure of truss support and size are identical in the present invention, accomplish scale production The interim assembling in superposition scene, greatly improves production efficiency and installation effectiveness, reduces production cost.
The above disclosed right for being only the preferred embodiments of the present invention, the present invention can not being limited with this certainly Scope, therefore the equivalent variations made according to scope of the present invention patent, still belong to the scope that the present invention is covered.

Claims (10)

1. a kind of truss support, for fix the first truss and overlay first truss top the second truss, it is special Sign is that the truss support includes:
Upper casting die, the upper casting die are used to compress second truss;
Connector, the connector are used to support second truss and for compressing first truss;
Support member, the support member are used to support first truss;
The upper casting die and the support member are fixedly connected by fastening assembly with the connector respectively, the upper casting die, institute State one or more of connector and the support member and be provided with side block portion, the side block portion be used to limiting first truss and The position of second truss in the direction of the width.
2. truss support according to claim 1, it is characterised in that:The upper casting die includes the upper left side being fixedly connected sequentially Side block portion, pressure section, upper right side block portion and upper connecting portion, the upper connecting portion offer be adapted to the fastening assembly it is logical Hole, the upper casting die are fixedly connected by the upper connecting portion with the connector.
3. truss support according to claim 2, it is characterised in that:The upper left side stopper is erected with the upper right side block portion Straight to set, the pressure section and the connecting portion are horizontally disposed with, and the upper casting die is in integrally " 2 " type.
4. truss support according to claim 1, it is characterised in that:The connector includes fixed successively from top to bottom connect Upper support board, connecting portion and the lower support plate connect, the upper support board and the lower support plate offer respectively with The first perforation and the second perforation of fastening assembly adaptation, the upper casting die and the support member respectively with the upper support Plate and the lower support plate are fixedly connected by the fastening assembly.
5. truss support according to claim 4, it is characterised in that:The upper support board is away from the described first perforation One end towards away from the connecting portion direction bending stretch out to be formed in upper left side stopper, the lower support plate is away from described second One end of perforation towards away from the connecting portion direction bending stretch out to be formed in bottom left side block portion.
6. truss support according to claim 4, it is characterised in that:The connecting portion is channel-section steel, the length of the channel-section steel The both ends in direction are fixedly connected with the upper support board and the lower support plate respectively.
7. truss support according to claim 1, it is characterised in that:The support member includes the bottom left being fixedly connected sequentially Side block portion, supporting part, bottom right side block portion and lower connecting portion, the lower connecting portion offers to be opened with what the fastening assembly was adapted to Hole, the support member are fixedly connected by the lower connecting portion with the connector.
8. truss support according to claim 7, it is characterised in that:Erected with the bottom right side block portion in the bottom left side block portion Straight to set, the supporting part and the lower connecting portion are horizontally disposed with, and the support member is in integrally " J " type.
9. according to any described truss supports of claim 1-8, it is characterised in that:The upper casting die, the connector and institute State one or more of support member and be additionally provided with reinforcement for enhancing structure intensity.
10. truss support according to claim 1, it is characterised in that:The structure of the upper casting die and the support member and Size is identical.
CN201711187029.5A 2017-11-24 2017-11-24 Truss support Active CN107857186B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201711187029.5A CN107857186B (en) 2017-11-24 2017-11-24 Truss support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201711187029.5A CN107857186B (en) 2017-11-24 2017-11-24 Truss support

Publications (2)

Publication Number Publication Date
CN107857186A true CN107857186A (en) 2018-03-30
CN107857186B CN107857186B (en) 2023-06-13

Family

ID=61703722

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201711187029.5A Active CN107857186B (en) 2017-11-24 2017-11-24 Truss support

Country Status (1)

Country Link
CN (1) CN107857186B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109110632A (en) * 2018-10-31 2019-01-01 布劳恩电梯有限公司 Escalator subsection safe transportation connection support bracket

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000198648A (en) * 1999-01-08 2000-07-18 Mitsubishi Electric Corp Passenger conveyer and its lifting method
CN1779279A (en) * 2004-11-22 2006-05-31 因温特奥股份公司 Self-locking bolted fastener
JP2011063390A (en) * 2009-09-17 2011-03-31 Mitsubishi Electric Corp Truss support device of passenger conveyor
CN105712168A (en) * 2016-04-25 2016-06-29 苏州富士电梯有限公司 Truss supporting structure
EP3150539A1 (en) * 2015-09-29 2017-04-05 Inventio AG Supporting structure for a person transport installation
CN206486162U (en) * 2017-01-23 2017-09-12 塞纳自动梯(佛山)有限公司 A kind of moving staircase girders support meanss

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000198648A (en) * 1999-01-08 2000-07-18 Mitsubishi Electric Corp Passenger conveyer and its lifting method
CN1779279A (en) * 2004-11-22 2006-05-31 因温特奥股份公司 Self-locking bolted fastener
JP2011063390A (en) * 2009-09-17 2011-03-31 Mitsubishi Electric Corp Truss support device of passenger conveyor
EP3150539A1 (en) * 2015-09-29 2017-04-05 Inventio AG Supporting structure for a person transport installation
CN105712168A (en) * 2016-04-25 2016-06-29 苏州富士电梯有限公司 Truss supporting structure
CN206486162U (en) * 2017-01-23 2017-09-12 塞纳自动梯(佛山)有限公司 A kind of moving staircase girders support meanss

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109110632A (en) * 2018-10-31 2019-01-01 布劳恩电梯有限公司 Escalator subsection safe transportation connection support bracket

Also Published As

Publication number Publication date
CN107857186B (en) 2023-06-13

Similar Documents

Publication Publication Date Title
CN206562762U (en) A kind of Fabricated Beam-Slab aluminum dipping form fast assembling disassembling structure
CN103158726A (en) Railway wagon compartment suitable for small limitation bound
CN210217095U (en) Hanging basket suspension operation system for steel beam
CN107857186A (en) A kind of truss support
CN102966032B (en) A kind of structural member of aluminum alloy passenger foot-bridge
CN205114905U (en) Light -duty jib loading boom of high strength middle part welding
CN209022832U (en) A kind of ultra-wide T plate inclination transport support
CN201809042U (en) Lifting frame for lifting whole steel reinforcement framework of box beam
CN204198300U (en) Ultra-large type tower machine assembling standard knot structure
CN207748728U (en) A kind of truss holder
CN101139813A (en) Steel truss of through bridge
CN205525748U (en) Portable material frame
CN202227275U (en) Pier template for constructing faced concrete pier
CN211716149U (en) Portable cable conveyer position control device
CN210236845U (en) Adjustable hanger for component steel reinforcement cage
CN206476307U (en) A kind of frock placed for bus front bridge
CN207633804U (en) A kind of middle-size and small-size full assembling activity formula reinforcing steel processing shed
CN207974502U (en) Operation platform in a kind of combined electrical stair shaft
CN206187732U (en) Coupling assembling and have its modularization building
CN203142680U (en) Wagon carriage suitable for small-clearance railway
CN201614079U (en) Stamping part vanning and transferring station apparatus
CN106193289A (en) Simple tie-rod jig and making and use method thereof
CN216807754U (en) Stirrup hoist
CN208249691U (en) High-speed rail plate framework of steel reinforcement suspender
CN212587174U (en) Billboard loading connection fixing structure

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
TA01 Transfer of patent application right
TA01 Transfer of patent application right

Effective date of registration: 20180420

Address after: 215122 Suzhou Industrial Park, Jiangsu, the only new road, No. 28

Applicant after: SJEC Corp.

Address before: 215122 Suzhou Industrial Park, Suzhou Province, the only new road, No. 28, Jiangsu

Applicant before: SJEC Corp.

GR01 Patent grant
GR01 Patent grant